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List of latest road Tenders in Indian Tenders. Click on any road Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for road Tenders.

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corporations/Associations/Others

TRN :49051727 | 19 May, 2025

Tender Value : 87.18 Lacs

Bhavnagar - Gujarat

Tender for work at various places in uttarkrushnanagar ruva ward (package-1); 1 earth work in cutting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed within 8.0 km m. from the end of the cuting with all required lead &lift. 2514.96 cumt 200.00 502992.00 2 supply and stacking spreading & rolling of g.s.b. 838.32 cumt 999.00 837481.68 3 providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (as per table 400 - 10 and 400 - 11) specification including premixing the material with water at omc in mechanical mix plant as per approved design mix, carriage of mixed material by tipper to site, laying in uniform layers with motor grade/front end loader/paver finisher, in sub base/base course on a well prepared under base and compacting with vibratory roller 399.20 cumt 1173.00 468261.60 4 pcc (1:3:6) icluding all material and compacting with surface vibrator 399.20 cumt 3011.00 1201991.20 5 providing form work of ordinary timber planking so as to give a rough finish including centring. shuttering strutting and propping etc. height of propping and centring below supporting floor to ceiling not ex-exceeding 4m. and removal of the same for in including reinforced concrete and plain concrete work 600.00 smt 120.00 72000.00 6 providing t m t. bar reinforcement for r.c.c. work including bending binding and placing in position complete up to floor two level. 10459.04 kg 75.46 789239.15 7 providing laying controlled reinforced cement concrete m 25 using minimum cement content @ 450 kg/cmt including curing complete excluding the cost of form work and reinforcement for reinforced concrete work in concrete road coarse and fine aggregate confirming to is:383 maximum size of coarse aggregate not exceeding 25 mm, using mechanical weigh batcher, mixed as per approved mix design, laid, placed & distributed with sufficient man power using m.s. side rail of road thickness with necessary nut bolt plates, fixing as per width, compacted with poker vibrator ( trimix ) & surface plate vibrator, troweling to be carried out with the same machine running on troweling blades, finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler separation membrane, sealant primer, joint sealant debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawings/instructions 798.40 cumt 5956.00 4755270.40 8 refitting of manhole / inlet at road level. 50.00 nos 1154.00 57700.00 9 supply of manhole frame cover

Government Departments

TRN :49053424 | 21 May, 2025

Tender Value : 37.71 Lacs

Prayagraj - Uttar Pradesh

Tender for tender for link road haitapatti road to gram kotari hote hue gulalpur sasho marg marg tak construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 5 excavation in foundation in ordinary soil 6 concrete in 1:6:12 in foundation 7 m 150 class brick work in 1:4 in foundation up to plinth 8 5 cm thick c.c thick cement concrete with all complete work 9 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 10 providing and laying of rubber moulded reflective zig-zag 80mm thick tiles of precast compressed c.c passing minimum 30mpa compressive strength isi marked concrete block pavements having thickness 80mm as per technical specaification clause 1504 11 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 12 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 13 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 14 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 15 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 16 s/f of 350 mm dia hume pipe 17 s/f of reflectivesign board,etc 18 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 19 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 20 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 21 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 22 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 % 23 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 1styear maintenance cost @ 0.00 % 24 the routing maintenance of above road including earthen shoulder andinterlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 2ndyear maintenance cost @ 0.25 % 25 the routing maintenance of above road including earthen shoulder andinterlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 3rdyear maintenance cost @ 0.50 % 26 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 4rdyear maintenance cost @ 0.75 % 27 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 5thyear maintenance cost @ 1.00 %

Government Departments

TRN :49053488 | 21 May, 2025

Tender Value : 22.12 Lacs

Prayagraj - Uttar Pradesh

Tender for tender for link road chamanganj durwasa road to gram sabha saraiduddinpur tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 5 excavation in foundation in ordinary soil 6 concrete in 1:6:12 in foundation 7 m 150 class brick work in 1:4 in foundation up to plinth 8 5 cm thick c.c thick cement concrete with all complete work 9 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 10 providing and laying of rubber moulded reflective zig-zag 80mm thick tiles of precast compressed c.c passing minimum 30mpa compressive strength isi marked concrete block pavements having thickness 80mm as per technical specaification clause 1504 11 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 12 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 13 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 14 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 15 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 16 s/f of 350 mm dia hume pipe 17 s/f of reflectivesign board,etc 18 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 19 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 20 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 21 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 22 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 % 23 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 1styear maintenance cost @ 0.00 % 24 the routing maintenance of above road including earthen shoulder andinterlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 2ndyear maintenance cost @ 0.25 % 25 the routing maintenance of above road including earthen shoulder andinterlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 3rdyear maintenance cost @ 0.50 % 26 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 4rdyear maintenance cost @ 0.75 % 27 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 5thyear maintenance cost @ 1.00 %

Government Departments

TRN :49053774 | 21 May, 2025

Tender Value : 21.58 Lacs

Prayagraj - Uttar Pradesh

Tender for tender for link road narai road to hanuman mandir hote hue gram sabha tardih tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 5 excavation in foundation in ordinary soil 6 concrete in 1:6:12 in foundation 7 m 150 class brick work in 1:4 in foundation up to plinth 8 5 cm thick c.c thick cement concrete with all complete work 9 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 10 providing and laying of rubber moulded reflective zig-zag 80mm thick tiles of precast compressed c.c passing minimum 30mpa compressive strength isi marked concrete block pavements having thickness 80mm as per technical specaification clause 1504 11 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 12 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 13 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 14 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 15 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 16 s/f of 350 mm dia hume pipe 17 s/f of reflectivesign board,etc 18 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 19 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 20 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 21 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 22 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 % 23 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 1styear maintenance cost @ 0.00 % 24 the routing maintenance of above road including earthen shoulder andinterlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 2ndyear maintenance cost @ 0.25 % 25 the routing maintenance of above road including earthen shoulder andinterlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 3rdyear maintenance cost @ 0.50 % 26 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 4rdyear maintenance cost @ 0.75 % 27 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 5thyear maintenance cost @ 1.00 %

State Government

TRN :49053791 | 14 May, 2025

Tender Value : 1.75 Lacs

Kallakurichi - Tamil Nadu

Tender for tender for providing of paver block keel street length of the road 30 in meter width of the road 3.00 in meter. at kalliparai habitation in kilakadu panchayat.; 1 providing of paver blockkeel street length of the road 30 in meter width of the road 3.00 in meter. at kalliparai habitation in kilakadupanchayat 2 cc pavementearthwork excavation and depositing on bank with initial lead and liftin all type of soil except hard rock requiring blasting as per ss 20 b for kerb wall foundation 3 cost and labour for centering works including all cost andconveyance and all labour charge etc,complete 4 plain cement concrete1:4:8mix using 40mm hbg metal including all cost andconveyance and all labour charge etc,complete 5 plaincement concrete 1:2:4 mix 20mm hbg iss metal including all cost andconveyance and all labour charge etc , complete 6 construction of granular sub base by providing well graded material (25 mm to 4.75 mm irc hbg metal @ 65 %,4.75 to 2.36mm irc hbg metal@20%&2.36 mm below irc hbg metal @15%) including cost and conveyance and materials and labour charges etc,..completed. 7 flooring with paver laid with 80mm thick including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete 8 provision for name board 9 provision for photographic charges

State Government

TRN :49053871 | 14 May, 2025

Tender Value : 0

Anantnag - Jammu And Kashmir

Tender for stage contract for sub division anantnag.- stage contract anantnag sub division. 2 engagements of jcbfor execuation of works of various natures 3 surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -all kinds of soil 4 earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 5 earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by engineer-in-charge. all kinds of soil : 6 earth work in excavation by manualmeans in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ramming of bottoms , including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 7 supply and filling of rbm of specified size including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity and including carriage of the same from approved source upto site of work complete 8 felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 9 beyond 30 cm girth upto and including 60 cm girth. 10 beyond 60 cm girth upto and including 120 cm girth. 11 beyond 120 cm girth upto and including 240 cm girth. 12 banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in all kinds of soi 13 supply and filling of khak bajri including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacityincluding carriage of the same from approved source upto site of work complete( for berm) 14 providing / laying of rcc pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 15 10 16 12 17 14 18 16 19 20 20 24 21 32 22 36 23 40 24 48 25 providing / laying of ms pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 26 6 27 8 28 10 29 12 30 scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). 31 scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 32 providing and laying water bound macadam base course with quarry crushed stone aggregate 90 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 100mm compacted thickness 33 providing and laying water bound macadam base course with quarry crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 34 providing and laying water bound macadam base course with quarry crushed stone aggregate 53 to 22.4mm size, stone screening 11.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 35 providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (wmm) specification including premixing the material with water at omc in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of engineer-in-charge 36 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on bitumen surface @ 0.50 kg/sqm 37 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on w.b.m. @ 0.75 kg/sqm 38 providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer-in-charge. 50 to 100 mm average compacted thickness with bitumen of grade vg-10 @ 3.5% (percentage by weight of total mix) 39 providing and laying semi- dense bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge. 25 mm compacted thickness with bitumen of grade vg 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) 40 providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer-in-charge. 16.62.1 50 to 100 mm average compacted thickness with bitumen of grade vg-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity. 16.62.2 50 to 100 mm average compacted thickness with bitumen of grade vg-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in drum type hot mix plant of 60-90 tph capacity. 41 providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade vg-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. 42 providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. 43 providing and laying in position cement concrete in1 : 4 : 8 (1 cement :4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 44 providing and laying in position cement concrete in1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 45 providing and laying in position cement concrete in1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 46 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 47 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size)) 48 reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.but including carriage of all materials from approved sources up to site of work complete. (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 49 reinforcement for rcc work including straightening cutting, bending, placing in position and binding all complete (thermo mechanically treated bars) including all carriages complete. fe-500 d or more 50 providing / fixing of necessary farm work / shuttering including strutting, propping etc and removal of same complete 51 foundations, footings, bases for columns 52 return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. 53 suspended floors, roofings, landings, balcones and access plateform 54 50mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 55 40mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 56 25mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 57 12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 58 12mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 59 15mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 60 15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 61 dry random rubble masonry in 100 x100mm mesh size g.i wire crate made of 5mm dia g.i wire using bond stones ncluding wrapping /tightening of wire crate and binding wire crates after stone work including cost of all material involed (crates and stones) and carriage of same upto site work complete (quarry stones) 62 random rubble masonry with hard stone (quarry) in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of all materials from approved sources up to site of work complete. 63 engagement of labour /masdoor for one day 64 engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees 65 pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 66 removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive 67 clearance of slipsdisposal lead upto 50 m and lift upto 1.5 m. 68 in ordinary soils disposal lead upto 50 m and lift upto 1.5 m. 69 in soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. 70 in soils; mixed with decomposed rocks; by blasting or any other means 71 providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 72 white washing with lime to give an even shade :old work (two or more coats) 73 white washing with lime to give an even shade :old work (one or more coats) 74 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work 75 painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to is: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.old work ( one or more coats) 76 providing and laying at or near ground level factory made kerb stone of m-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of engineer-incharge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 77 manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-iv of astm-d-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per irc : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of astm-d-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of m.s. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. m.s. angles of size 35x35x5mm to a vertical post made upto m.s. tee section ismt 50x50x6mm welded with 16.0 (road work) 224 base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing m.s. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical m.s.-tee support to be painted in black and white colours). backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of engineer-in-charge. 16.66.1 mandatory/regulatory sign boards of 900 mm diameter with part as length of 3750 mm. 78 structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete 79 structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. welded 80 supply and filling of rbm of specified grade including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity material availabe at site

Central Government/Public Sector

TRN :49054152 | 20 May, 2025

Tender Value : 77.92 Lacs

Abohar - Punjab

Tender for tender for special repair to building no p-137 at mil stn abohar; 1 demolition of cement concrete (un-reinforced) in floors / pavings, (below or above ground level) and of any description and in any position not otherwise complete all as specified and directed by engr-in-charge. 2 material & labour for 75mm thick pcc 1:3:6, type c1, using 20mm graded stone aggregate as in hard standing ,plinth protection/path etc,laid in suitable panels n.exc 3.00 m length finished even and smooth without using extra cement with contraction(dummy)joints 65mm deepx10mm wide joints filledwithbituminous sealing compound of grade ‘a’/bitumen mastic filler/sealant complete all as specified and directed by engr-in-charge. 3 dismantling brick tiles in floor or in roofs laid dry and pointed in any cement mortar complete all as specified and directed. 4 demolition of mud in roofs any thickness incl plastering and leeping 5 m & l for 40mm thick cement concrete type b0 1:2:4, (using 12.5mm graded stone aggregate) as in, surface finished even and smooth without using extra cement 6 m & l 10mm thick rendering in cement mortar 1:3 on fair facesof brick work or concrete surfaces of ceiling finished even and smooth without using extra cement complete all as specified and directed by engr-in-charge. 7 m&l for preparation of roof top surfaces,providing and applying uv stable single component smart care damp proof ultra is a fiber reinforced elastomeric liquied appplied water proofing membrane formulated with pu hybrid polymers and reinforcing acrylics fibres and having sri of 106 on top of concrete roof surface in three coats including self primer at ratio pf dampproof and water 3:1 and coverage @ 1 ltr/10 sqm with a thickness of 650 micron. note : (i) 6 hrs interval between two coats will be maintained. (ii)the treatment shall be carried out by authorised applicator approved by ge as per the manufacturer(iii)payment will be made after providing warrnty certificate from the company. 8 m&l 40mm thick brick tiles laid/beded including screed bed 15mm thick in cement mortar (1:6) on existing lime concrete sufaces of roof,joints grouted flush in cement mortar (1:3) mixed with liquid wpc @ as per manufacturer instruction per bag of cement of 50kg and including flush pointing as work proceed with same material complete all as specified in clause 11.27.3 of mes sch part-i (2009) complete all as specified and directed by engr-in-charge. 9 m&l 40mm thick brick tiles( old serviceable tiles obtained from demolition/desmantled item shall be reused) laid/beded including screed bed 15mm thick in cement mortar (1:6) on existing lime concrete sufaces of roof,joints grouted flush in cement mortar (1:3) mixed with liquid wpc @ as per manufacturer instruction per bag of cement of 50kg and including flush pointing as work proceed with same material complete all as specified in clause 11.27.3 of mes sch part-i (2009) complete all as specified and directed by engr-in-charge. 10 dismantlingof reinforced cement concrete by chiseling (without affecting other portion) of any description and in any position as in roofs, floors (other than ground floor), beams, landing, chajjas and similar suspended work. 11 m&l reinforced cement concrete 1:1 1/2:3 (nominal mix) using 20mm graded stone aggregate as in slab supported on walls,beams and columns in floors,roofs,landings,balconiies,deck slabs and in shelves and the like all as specified and directed. (form work & reinforcement measured separately). 12 m & l mild steel tmt bars 10mm dia or over cut to length bent to shape required including cranking, hooking ends and binding with ms wire (annealed) not less than 0.90mm dia all as in column, beam etc . 13 m&l for form work to soffits of suspended slabs such as roof slabs,floor slabs,landings and similar work not exc.200 mm thick(horizontal or sloping) rough finish surface of concrete flat all as specified and directed. 14 m&l for precast reinforced cement concrete (1:2:4) type b1 (using 20 mm graded crushed stone aggregate) as in cover slab of drain/manhole set in cm (1:6).note :- cost of form work is deemed to be inclusive of unit rate quoted by the contractor & reinforcementshall be measured & paid separately.) 15 taking down chowkatsor frame with shutters(without taking off shutters from the frame not exceeding 1.50 sqm each & removing to store all as specified. 16 taking down chowkatswith shutters(without taking off shutters from the frame exceeding 1.50 sqm each but not exceeding 4 sqm) 17 taking down wooden shutters only of any description area exceeding 1.0 sqm and not exceeding 2.0 sqm each and refixing in same opening after necessary easing, adjustments, minor repairs, oiling, adjustment with cutting or fixing plain fillets/planks made from second class hard wood etc to remove gap between floor and shutter complete all as specified and as directed by engineer-in- charge. 18 taking down wooden shutters only of any description area exceeding 1.0 sqm and not exceeding 2.0 sqm eachcomplete all as specified and as directed by engineer-in- charge. 19 s&f factory made single extruded wpc (wood polymer composite) solid door/ window/ ceosetory windows & other frames/ chowkhat of size 45 x 70 mm comprising of virgin pvc polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives(maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying pvc solvent cement and screwed with full body threaded star headed ss screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 n (face) & 1100 n (edge), minimum compressive strength of 58 n/mm2, modules ofelasticity 900 n/mm2and resistance to spread of flame of class a category with property of being termite/borer proof,water/ moisture proof and fire retardant and fixed in position with ms hold fast/ lugs/ss dash fasteners of required dia and length complete as per direction of engineer-in-charge. (m.s. hold fast/ lugs or ss dash fasteners shall be paid for separately). note :- for wpc solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made all as specified and directed . 20 providing and fixing factory made single extruded wpc (wood polymer composite) solid decorative type flush door shutter of size 30mm thick comprising of virgin polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 n (face) & 900 n (edge), minimum compressive strength 50 n/mm2, modulus of elasticity 850 n/mm2 and resistance to spread of flame of class a category with property of being termite/borer proof, water/moisture proof and fire retardant. wpc to be laminated with pvc foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk s.s screws, all as per direction of engineer- in- charge including supply and fixing following items : (a) stainless steel (304 grade) finished butt hinges 100mm - 4 nos. per leaf (b) stainless steel (304 grade) finished square tower bolt 150 mm long - 2nos per leaf (c) stainless steel (304 grade) finished handles 150 mm - 2 nos. per leaf 21 supply and fixingfactory made pressed steel frames of size 125 x 60mm (thickness of sheet shall be 1.25mm) for doors with one or more rebates including necessary lugs and lock strike plate, etc. , includingbutt hinges suitable nos as directed for each leaf, complete all as specified and as directed by engineer-in- charge. 22 supply and fixingfactory made pressed steel frames of size 105 x 60mm (thickness of sheet shall be 1.25mm) for doors with one or more rebates including necessary lugs and lock strike plate, etc. , including butt hinges suitable nos as directed for each leaf, complete all as specified and as directed by engineer-in- charge. 23 m&l cement concrete 1:3:6 type c-1 using 20mm graded stone aggregate for filling of pressed steel frame and hold fast blocks etc complete all as specified and directed by engineer - in - charge. 24 s & f factory made plain framed, panelled shutter iind class hardwood rail and style 35 mm thickness (two panel) with lock rail and panel of 9 mm b.w.p. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. the size of rail and stile as per is : 1003 (part i), kiln seasoned and chemically pressure treated complete all as specified and directed by engineer - in - charge. 25 s & f factory made 35mm thick iind class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc.; size of members of shutters as specified in ssr part – i, section – 8, clause 8.20 (a) ; supplied and fitted to chowkats complete all as specified and directed by engineer - in - charge. 26 s & f100 mm aluminium alloy anodised butt hinges, and fixed with steel scerws for frp doors/pvc door, type b-21complete all as specified and directed by engineer - in - charge. 27 s & f in repair 100 mm mild steel butt hinges, and fixed with steel scerws for wooden doors, complete all as specified and directed by engineer - in - charge.note :- rate deemed including necessary welding etc) 28 s & f tower bolt 200 mm of aluminum complete all as specified and directed by engineer - in - charge. 29 s & f in repair tower bolt 200 mm of aluminum complete all as specified and directed by engineer - in - charge. 30 s & f door handle d type 150 mm of aluminum complete all as specified and directed by engineer - in - charge. 31 s & f in repair door handle d type 150 mm of aluminum complete all as specified and directed by engineer - in - charge. 32 s & f aluminium alloy, anodised, sliding door bolt 300mm with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extrudedsections or cast-aluminium alloy and fixed. 33 s & f in replacement aluminium alloy, anodised, sliding door bolt 300mm with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extrudedsections or cast-aluminium alloy and fixed. 34 s&f floor door stopper of aluminum allow body and tongue, 150mm overall length, anodised, with hard drawn steel spring, fixed in floor. 35 s&f in repairs floor door stopper of aluminum allow body and tongue, 150mm overall length, anodised, with hard drawn steel spring, fixed in floor. 36 s & f mild steel 300mm ordinary rat rail rod pattern spring inluding roller and roller plate complete all as specified. 37 s & f in repairs mild steel 300mm ordinary rat rail rod pattern spring inluding roller and roller plate complete all as specified. 38 s& fstainless steel curtain rod 25 mm dia , including fancy type brackets and pair of decorated end knobs (finials), stop roller etc.as per site requirement, fixed to wall with fixing accessories,including taking down old existing curtain rods any description complete all as specified and directed by engr-in-charge. 39 s&f factory made box type steel window with side hung shuters both glazed and gauged, shutter frame 60x25mm erw hollow p section with wall thickness not less than 1mm fixed to pressed steel frame 120mmx70mmx1.60mm thick including fixing glazed portion, iron grills 8mm suare ms barhinges with steel handle and fitting, lugs etc., including one shop coat of primer complete all as specified.(drg no btd889 sheet 1/4 ).note :- (i) wire mesh and glass shall be measured and paid separately under relevent items of sch/boq.(ii)measurement for payment shall be the opening area of the window between inner edges of wall. 40 s&f factory made box type steel window with side hung glazedshutter, frame 60x25mm erw hollow p section with wall thickness not less than 1mm fixed to pressed steel frame 120mmx70mmx1.60mm thick including fixing glazed portion, iron grills 8mm suare ms barhinges with steel handle and fitting, lugs etc., including one shop coat of primer complete all as specified.note :- (i)wire mesh and glass shall be measured and paid separately under relevent items of sch/boq.(ii)measurement for payment shall be the opening area of the window between inner edges of wall. 41 s&f stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.18 mm all as specified. 42 s & f in repair stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.18 mm all as specified. 43 s & f 4 mm thick sheet glass ordinary quality and glazing within square not exceeding 0.50 sqm including aluminium cleat/rubber beading in each pane complete all as specified and directed by engineer - in - charge. 44 supply & fixing aluminium anodisedframes/chowkhats,shutter and like made out of aluminium sectionpowder coated(minimum thickness of powder coating not less than 50 micron) for window, ventilators and aluminium partition with one or more rebates or without rebate including joining cleat for fixing etc., the top and bottom horizontal members and vertical members adjacent walls shall be fixed with floor, ceiling walls and cills where required and fixing with the help of rawal plug and screw or with fixing clip or with expansion hold plate fasteners. aluminium section shall be smooth, rust free, straight mitred and jointed mechanically where ever required complete all as specified and as directed by engineer-in-charge.. 45 s & f figured glass 4 mm thick pin head type and glazing withnot exceeding 0.50 sqmincluding aluminium cleat/rubber beading in each pan complete all as specified and directed by engineer - in - charge. 46 material and labour for machine cut 16 to 18 mm thick, kota stone slab (size of slab not less than 500x550mm for flooring and in single piece for treads of staircase), laid over and including 20 mm thick bedding layer in cement mortar (1:6) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish) andpolishing by machine, including machine cutting to make it square or rectangular as per site complete all as specified and as directed by engineer-in-charge. 47 material and labour for machine cut 16-18mm thick, kota stone slab as in skirting, dado and on pillar, laid over and including 10 mm thick bedding layer in cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish ) and polishing by machine, including machine cutting to make it square or rectangularcomplete all as specified and as directed by engineer-in-charge. 48 taking down cement or cement lime plaster from brick walls etc including raking out joints, hacking for key scrubbing down with water etc. 49 m & lfor rendering 15mm thik on fair faces of brick work in cement mortar 1:6 finished even & smooth without using extra cement. 50 m & lfor rendering 15mm thick on fair faces of brick work in cement mortar 1:4 finished even & smooth without using extra cement. 51 m&l rendering10 mm thick in cement mortar 1:3 on fair faces of concrete surfaces of ceiling finishing even and smooth without using extra cement. 52 m&l integal water proofing compound 53 preparation of new plastered surfaces/existing platered surfaces and applyingwall care putty in internal/external walls/rcc surfaces/soffits of chajjas/roof projections/cantilevers/balcony/ceilings etc (thickness vary from 1.5 to 2.5 mm as required for desired smoothness and levelling of surfaces in two or more layers) by using ready made wall care putty including sand papering after filling the putty to make surface smooth and ready for receiving interior/exterior painting complete all as specified and directed.note : (i) the prepared surface after wall putty, the contractor will inform to the ge as well as to the engineer-in-charge for site inspection before applying further external finishes. please note that the further external finishes work will start only after approval of the prepared surface from the ge as well as to the engineer-in-charge through site order. 54 preparation of surfaces and applying 02 coats of interior emulsion paint (light shade) @ 12 sq.m/litre/2 coats by using spray gun to wall surfaces over & including a coat of interior wall primer @ 10 sq.m/litre/1 coat as recommended for under coat by manufacturer of interior emulsion by using following brands of emulsion and primer complete all as specified and directed. 55 preparation of surfaces and applying 02 coats of interior emulsion paint (white shade) @ 10 sq.m/litre/2 coats by by using spray gun to ceiling surfaces over & including a coat of interior primer @ 10 sq.m/litre/1 coat as recommended for under coat by manufacturer of interior emulsion by using following brands of emulsion and primer complete all as specified and directed. 56 preparation of surfaces and applying 02 coats of exterior emulsion paint (light shade)@ 5 sq.m/litre/2 coats by using spray gun to external walls/rcc surfaces/soffits of chajjas/roof projections/cantilevers/balcony etc surfaces over & including a coat of exterior wall primer @ 11 sq.m/litre/1 coat as recommended for under coat by manufacturer of exterior emulsion by using following brands of emulsion and primer complete all as specified and directed. 57 preparation of new/existing plastered surfaces as in ceilings and applying three coats of white wash by making the lime slaked at site and shall be mixed and stirred with about five liters of water for 1 kg of unslaked lime to make a thin cream. this shall be allowed to stand for a period of 24 hours and shall then be screened through clean coarse cloth. 1 kg of gum dissolved in hot water shall be added to every one cubic meter of lime cream. about 1.3 kg of sodium chloride dissolved in hot water shall also be added for every 10 kg of lime for making the coating hard and rub-resistant. small quantity of ultramarine blue (upto 3 gm per kg of lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use complete all as specified and as directed by engineer-in-charge. 58 preparation of new/existing plastered surfaces as in walls and applying three coats of white wash by making the lime slaked at site and shall be mixed and stirred with about five liters of water for 1 kg of unslaked lime to make a thin cream. this shall be allowed to stand for a period of 24 hours and shall then be screened through clean coarse cloth. 1 kg of gum dissolved in hot water shall be added to every one cubic meter of lime cream. about 1.3 kg of sodium chloride dissolved in hot water shall also be added for every 10 kg of lime for making the coating hard and rub-resistant. small quantity of ultramarine blue (upto 3 gm per kg of lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use complete all as specified and as directed by engineer-in-charge. 59 m & l providing two coats of synthetic enamel paint over new steel surfaces and a coat of red oxide primer onincluding preparation of surface of any description not exceeding 10 cm width or girth complete all as specified and directed by engineer -in -charge. 60 m & l providing two coats of synthetic enamel paint over new wooden surface including preparation of surface withprimer all as specified. 61 m&l for preperationof old steel surface and applying two coat of synthetic enamel paint complete all as specified and directed by engineer -in -charge. 62 m&l for preperationof old wooden surface and applying two coat of synthetic enamel paintcomplete all as specified and directed by engineer -in -charge. 63 m&l for shotcreting 25mm thick in rcc columns, beams and slabs etc in layers with approved design mix (minimum cement content of 350 kg/cum on m-25) concrete having the specified minimum characterristic compressive strength (with ordinary protland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria) including the cost of centering and shuttering at edges and corners etc as directed by engineer-in-charge including chipping of unsound /weak concrete material 25 mmaverage thickness from slabs,beams, columns etc with manual chisel and /or by standred power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes and thoroughly washing with water and allowing it to dry etc. including removal of rust by applying approved rust removal chemical & the coating with dr fixit epoxy zinc primer or equivalent @ 6sqm/ltr at dft of 100microns as per specifications and disposal of debries for all lead and lifts all complete as per direction of engineer-in-charge. 64 m&l hard drawn steel wire fabric not exc 4kg/sqm cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia supplied and fixed in reinforcemntall as specified & directed by engineer-in-charge. 65 m & l 5mm thick rendering in cement mortar 1:3 on fair facesof brick work or concrete surfaces of ceiling finished even and smooth without using extra cementcomplete all as specified and directed by engineer - in - charge . 66 dismantling structural steel work including doors,gates but excluding framed truss etc. 67 s & f framed work such as grills,cooler stand ,ladder grating and sun shed etc., with ends of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work or water tanks and similar work conforming tofe 410-0 or fe 310-0 all as specified . 68 dismantling of floor hearth or wall tiling including cement mortar bedding ( but not backing) and rubbish off the permices. 69 s&f glazed ceramic colouredtiles joint free 350x250x7mm/450x350x7mm square or rectanguleras on walls etc set and jointed in neat cement slurry and pointed in whiteor coloured cement to match over and including 10mm thick rendering in cm 1:4 complete all as specified and directed by engr-in-charge. 70 m&l non skid ceramic coloured /printed tiles 7 to 8 mm thick( square / rectangular) area of each tile exc. 0.11 sqm but n. exc, 0.18 sqm in floor and shall be jointed in neat cement slurry and pointed in paste pigmented to tile shadeover and incl 15 mm thick screed bed in cm 1:6 complete all as specified and directed by engr-in-charge. 71 m&l cement concrete type b-0, 1:2:4 using 12.5 mm graded stone aggregate as in floors 25 mm thick for tilesall as specified.& directed by engr -in-charge.. 72 m&l 16-18 mm thick granite (of any type ) work (table rubbed and polished ) in cooking platform and likein cm (1:4) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including grinding/moulding of edges. 73 demolitionof cement concrete ( un re-inforced) of any description in ground floor and pavings exc15 cm thickness (below or above gl). 74 material and labour for water proofing treatment to rcc sunken slab and adjoining vertical slab as described following any one method complete as per directions of ge. 75 method 1(a) supplying and applying two component elastomeric acrylic polymer modified cementitious waterproofing coating, smart care damp proof 2k, having 100% elongation as per astm d412, resisting 5 bars hydrostatic pressure as per din 1048, reduction to rapid chloride shall be 70 as per din 1048, crack bridging upto 1.2mm as per astm 4548.5 clean all working surface & made free from dirt, grease laitance etc. after inspection for all working area rough surface, cracks & from dirt, grease laitance etc. after inspection for all working area rough surface, cracks & construction joint are treated by polymer modified mortar of 1:1:4 (1 cement : 1polymer : 4 sand). making gola of size 75x75mm at junction of vertical & horizontal with the polymer modified mortar of 1:1:4 (1 cement : 1 polymer : 4 sand). the coating shall be terminated at 1600mm in toilet/2100mm in bathroom on vertical walls. the mixing ratio of the coating shall be 2 parts of powder & 1 part of liquid without any water addition in the mixing and shall have consumption of 1.5kg/sqm per coats, etc, complete as per manufactures specifications.(b) bore packing: all the borehole gaps between concrete surface and pvc pipe of various dia upto the neck level shall be filled with non-shrink free flow grout – smart care gp grout having dual shrinkage compensation property. before the bore packing, surface of the pvc pie and concrete surface will be made rough and sand will be sprinkled with polymer bonding agent. (c) apply12-15mm plaster on slab and vertical surface admixed with smart care vitalia neo @200ml per bag of cement before treatment. 76 method 2(a) supplying and applying two component cementitious & acrylic flexible water proofing & protective coating, two coats with 1mm dft, having hydrostatic (positive) water pressure resistance (din 1048) is 7. abrasion resistance, cm/km is 0.09 of dr fixit pidifin 2k @ 1.5kg/sqm with a paint brush over existing slab surface and adjoining vertical surface. the polyester reinforced coated netof 45g/sqm, 2.5mmx2.5mm is laying on the surface immediately on the first coat of two component modified polymer dr fixit pidifin 2k. after removal of all lose materials like dust etc. with wire brush coir brushes from surface to get absolutely cleaned surface free of foreign contaminant filling of crack and patches with polymer based mortar/micro concrete, after that making the gola onsurrounding wall’s junction and seal the vertical walls. in case of core cutting on the surface, the joint is seal with non-shrink grout.(b) the coating shall be terminated at 1600mm in toilet/2100mm in bathroom on vertical walls.(c) apply12-15mm water proof plaster on slab and vertical surface admixed with dr fixit pidiproof 77 m & l pcc (1:5:10)using 40mm graded burnt bricksaggregate as in foundation filling & mass concrete or as in sunkenfloor complete all as specified & directed by engineer-in-charge 78 dismantling water tanks and removing to store ofexc 500 and nexc 1000 ltr capacity 79 s & f rotational moulded polythene three layered white coloured water storage tank (cylindrical vertical with closed top) hoisted and fixed in position all as specified in ssr part i of capacity 1000 litres all as specified and directed by engineer - in - charge . 80 s&f in repair 20mm ball brass valves, high pressure, with polytheene float and flynut complete, screwed for iron pipe orr brass ferrule and fixed. 81 s & f in 20mm bore gunmetal globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed all as specified . 82 s & f in 25 mm bore gunmetal globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed all as specified . 83 s & f in repairs pvc 10 ltrs syphonic action type flushing cistern, low level with inlet, ball valve, float and handle including brackets, flush pipe of pvc 32mm bore and connection to wc pan complete all as specified. 84 s&f in repair viterous china squating pan orrisa pattern size 580/440mm wash down water closet pan ,white (excluding fixing bolts, flushing cistern and flush pipe) with plastic seat cover. 85 s&f in repair vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) but including connection to drain (or outgoing pipe) and to flushing pipe ,anti-syphonage pipe and white closed patern with flat bottom & mild steel cromium plated or aluminium hinging device plasticseat cover complete . 86 s&f repairs vitreous china half stall urinals flat back white minimum with grating and union for discharge pipe ,providing & fixing plugs, bedding urinal against wall in cm 1:2 , securing urinal to plugs with & incl 60mm long brass screws, pointing around urinal back in cement , fixing automatic flushing cistern with nbrackets, flush pipe, grating and union for discharge pipe complete all as specified. 87 s & f in repairs vitrous china oval wash hand basin white of size 550x400 mm including brackets 300mm long pvc connection with brass nuts, 40mm dia waste coupling including cutting for and pinning in end of brackets or erecting stand etccoloured top bowl type screwed shank fly nut flange end including cutting for and pinning in granite slab of hole including 32 mm dia chromium plated waste coupling and bottle trap all as specified. 88 s&f in repair 600mm x 450mm beveled edge mirror of selected quality glass on 6mm thick commercial plywood and fixed wooden plugs with chromium plated brass screw and cup washes fixed in repair. 89 s & f repairs 15 mm bore concealed stop cock cast copper alloy screwed down high pressurewith crutch or butterfly handle screwed both ends for iron pipe or for unions and fixed but fancy type chromium plated with long shank and cup (concealled type) 90 s & f in repairs 15mm bore angle cock one waychromium plated, high pressure, with crutch or butterfly handle, screwed both ends of iron pipe or for union and fixed all as specified . 91 s & f in repairs 15 mm bore bib tap fancy type chromium plated with crutch or butterfly handle screwed down ,screwed for iron pipe all as specified. 92 s&f in repairs pillar taps 15mm borefancy type chromium plated cast copper alloywith capstan heads scre-wed down high pressure with or without lettered hot orcold with long screwed shanks and fly nuts screwed for iron pipe . isi marked 93 s&f in repair brass chromium plated central hole basin mixer with regular spout,popup waste system and 450mm long braided hoses with connection and nuts complete all as specified and directed by engr-in-charge. 94 s&fin repair brass chromium plated shower rose 125mm size with swivel joints,any size, incl shower arm fixing to pipe or union complete all as specified and directed by engr-in-charge. 95 s&f in repair pvc connection both side brass unions internal for size 15mm dia and 450mm long all as specified and directed by engineer-in-charge. 96 s&f ewc jet spray complete all as specified and directed. 97 s & f in repairsoap dish approximately size 160 x160x 90 mm and fixed withas chromium plated brass screws complete all as specified and directed by engineer -in -charge. 98 s&f peg set of stainless steel solid body of 125mm to 175 mm having 6 nos hooks fixed with brass chromium plated screws complete in all as specified 99 taking up or down steel tubing of 15 mm bore and connections, including cleaning for re-fixing or removal to store complete all as specified and directed by engr-in-charge. 100 fixing only mild steel tubes of size 15mm bore (medium grade) galvanised with all fittingsand fixed complete to wallall as specified & directed by engineer-in-charge. 101 supply & fixing mild steel tubes of size 15mm bore (medium grade) galvanised with all fittings and fixed complete to wallall as specified & directed by engineer-in-charge. 102 taking up or down steel tubing of 20 mm bore and connections, including cleaning for re-fixing or removal to store omplete all as specified and directed by engineer -in -charge. 103 supply & fixing of 16mm outer dia cpvc pipes sdr 11 including all fittings plain/brass threaded cpvc sdr 11 fittings (like elbow, tee, socket, reducer, union, bushing, step over bends, end cap, end plugs, one side brass/two side brass etc) fixed along walls, ceiling or laying under floors etc and including cpvc solvent cement for jointing omplete all as specified and directed by engineer -in -charge. 104 supply & fixing of 20mm outer dia cpvc pipes sdr 11 including all fittings plain/brass threaded cpvc sdr 11 fittings (like elbow, tee, socket, reducer, union, bushing, step over bends, end cap, end plugs, one side brass/two side brass etc) fixed along walls, ceiling or laying under floors etc and including cpvc solvent cement for jointing omplete all as specified and directed by engineer -in -charge. note :-(i) pipes inside the buildings shall be fixed concealed and outside the buildings shall be fixed on the surface along wall with and including suitable size clamps/brackets (interval of 1m and pipe keeping 100mm away from wall ) of suitable size fixed with fasteners/nut bolts, as directed by engineer-in-charge.(ii)bracket, clamp, nut bolt, fastner, slotted channel etc shall be made of deep drawn low carbon steel material with hot dip zinc aluminium flake coated and fixed all as shown on btd drawing cost for same shall deemed to be included in the quoted unit rate and nothing extra shall be admissible on this account. 105 supply & fixing of 25mm outer dia cpvc pipes sdr 11 including all fittings plain/brass threaded cpvc sdr 11 fittings (like elbow, tee, socket, reducer, union, bushing, step over bends, end cap, end plugs, one side brass/two side brass etc) fixed along walls, ceiling or laying under floors etc and including cpvc solvent cement for jointing complete all as specified and as directed.note :- (i) pipes inside the buildings shall be fixed concealed and outside thebuildings shall be fixed on the surface along wall with and including suitable size clamps/brackets (interval of 1m and pipe keeping 100mm away from wall ) of suitable size fixed with fasteners/nut bolts, as directed by engineer-in-charge.(ii) bracket, clamp, nut bolt, fastner, slotted channel etc shall be made of deep drawn low carbon steel material with hot dip zinc aluminium flake coated and fixed all as shown on btd drawing cost for same shall deemed to be included in the quoted unit rate and nothing extra shall be admissible on this account. 106 taking up or down steel tubing of 25 to 32 mm bore and connections, including cleaning for re-fixing or removal to store complete all as specified and directed by engr-in-charge. 107 s & f 40mm bore medium grade tube galvanised with all fittings and fixed complete concealed including groove cutting for concealing to walls & ceiling or laid in floor complete all as specified and directed by engineer - in - charge. 108 dismantling of cast iron pipes jointed in cement mortar and taking out from trenches walls etc upto 100 mm bore all as specified and directed by engr-in-charge . 109 supply & fixing 110mm bore upvc pipes grade b single socketed in any length with rubber ring joints, laid in trenches, joints fixed with pipe joint lubricant c complete all as specified and directed by engr-in-charge. 110 supply & fixing 75mm bore upvc pipes grade b single socketed in any length with rubber ring joints, laid in trenches, joints fixed with pipe joint lubricant complete all as specified and directed by engr-in-charge. 111 supply & fixing upvc junction (double t/socket) grade b equal or unequal suitable for 110mm bore pipe complete all as specified and complete all as specified and directed by engr-in-charge. 112 all as per item no 109 above 113 supply & fixing upvc bends (any radius) grade b suitable for 110mm bore pipe complete all as specified and directed by engr-in-charge. 114 all as per item no 111 above 115 supply & fixing upvc vent cowl grade b suitable for 110mm bore pipe complete all as specified and directed by engr-in-charge. 116 supply & fixing pvc vent cowl grade b suitable for 75 mm bore pipe complete all as specified and directed by engr-in-charge. 117 supply & fixing upvc grade b multi floor trap 110 mm bore and 600mm long with grating including jointing with with pipe joint lubricant complete all as specified and directed by engr-in-charge. 118 supply & fixing upvc grade b multi floor trap 75 mm bore and 600mm long with grating including jointing with with pipe joint lubricant complete all as specified and directed by engr-in-charge. 119 demolition of brick work built in cement mortar including all quoins, arches, pillars etc . 120 m&l for brick work with subclass‘b’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by engineer-in-charge. 121 labour only forbrick work built in cm (1:6) with subclass b bricks, straight or curved on plan exceeding 6m mean radiuswith reusing the old bricks obtained fromitem no 118 . 122 m&l for taking down carefully point wiring complete including fixture and fittings from boards/outlet boxes, fittings and fixtures such as switches, sockets, ceiling roses, lamp holders, brackets, ceiling fittings, bulk head fittings, tube light fittings and regulators, etc and making good to disturbed area all as specified 123 m&l for point wiring complete with isi marked 1.5 sqmm single core pvc insulated unsheathed cable 1100v grade frls with multistranded copper conductor drawn through concealed in wall/ceiling surface and its accessories includingpvc rigid concealed conduit heavy duty suitable size with all accessories such as bend, reducers, ms hooks, ms junction boxes, 2mm thick galvanised steel pressed sunken terminal boxes of suitable sizes for mounting of switchs, sockets, fan regulator etc covered with 3 mm thick plastic laminated hylem top cover sheet of required color fixed with brass screws and cup washers painting terminal boxes inside and outside with one coat red oxide primer includingfixing and 1.5 sqmm copper conductor as earth continuity to connect common earth dolly completed for the following all as specified 124 (a)one light point/fan point/exhaust controlled byone way switch 125 (b)one light point controlled by one two way switch 126 (c)one 5 pin socket out let 5 amps on the same board with other switches 127 (d)one 5 pin, 5a switch socket outlet point on independent board with other switches. 128 all as per item no. 02 here-in-before but with 2.5 sqmm cable for 1no 16 amps socket outlet point on independent board including 2.5 sqmm pvc insulated unsheathed cable multistranded with copper conductor green in colour as earth continuity conductor all as specified 129 s&f piano type switch single pole 1 way 5/6 amps 230 volt ac supply complete all as specified and directed by engr-in-charge. 130 s&f socket two in one 6/5 pin 5 amps230 volt ac supply complete all as specified and directed by engr-in-charge. 131 s&f piano type switch single pole 1 way 15/16 amps 230 volt ac supply complete all as specified and directed by engr-in-charge. 132 s&f piano flush type switch single pole 2 way 15 amps 230 volt ac supply complete all as specified and directed by engr-in-charge. 133 s&f socket two in one 6/5 pin 15/16 amps230 volt ac supply complete all as specified and directed by engr-in-charge. 134 s&f ceiling rose surface type, 65mm x 50mm three terminals, 3 phase / pvc / polycarbonate isolated body complete all as specified and directed by engr-in-charge. 135 s & f stepped type electronic fan regulator flush type on the existingphenolic laminated sheet etc. as reqd complete all as pecified and directed. 136 s&f lamp holder, pvc/polycarbonate type with back plate suitable for batten fittings with led bulb 09 watt complete all as specified 137 supply and fixing led lights fitting 20 w, 220v, ac decorative box type with driver, holder including led tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete. 138 supply and fixing led light fitting mirror type with high out put diffuser 2 feet, 10 watt 220 v ac decorative type with driver holder and led lamp including connecting up with three core flexible copper conductor cable of suitable size complete. 139 supply and fixing led street light fitting 35 watt 230 v ac outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with ip 65/66 protection complete. 140 s&f single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole mcb 20 amps capacity complete all as specified and directed by engr-in-charge. 141 s&f sheet metal enclosure for vtpn dbs 415 volts 08 way with 200 amps rated bus bar neautral link, earth bar double door with mccb as incomer complete all as specified 142 s&f sheet metal enclosure for vtpn dbs 415 volts 04 way with 200 amps rated bus bar neautral link, earth bar double door with mcb tpn as incomer complete all as specified and directed by engr-in-charge. 143 s&f sheet metal enclosure for dbs spn 230 volts 12 way with 200 amps rated bus bar neautral link, earth bar double door complete all as specified and directed by engr-in-charge. 144 supply and fixing 415v 16 ka 415 volts mccb of cap 100 amps following poles and current carrying capacity in the db complete with connection testing and commissioning. 145 supply and fixing 415v 10ka b curve miniature circuit breaker (mcb) tpn/4p of capacity 40 to 100 amps poles and current carrying capacity in the db complete with connection testing and commissioning. 146 supply and fixing 240v, 10 ka b curve miniature circuit breaker (mcb) of single poles and current carrying capacity 6 to 32 amp, in the mcb db complete with connection testing and commissioning complete all as specified and directed by engr-in-charge. 147 supply and fixing amp rating 240v, 10ka c curve miniature circuit breaker (mcb) of spn 40 to 63 amp and current carrying capacity in the mcb db complete with connection testing and commissioning complete all as specified 148 m&l forsubmain wiring comprising single core , 2 runs of 2.5 sqmm nominal cross sectional areamulti stranded copper conductor cable, pvc insulated unsheathed 1100 volts gradedrawing in and including appropriate dia. in surface/recessed pvc conduit and its fittings completeincluding provision of 1x2.5 sqmm nominal cross sectional areamulti stranded copper conductor cable, pvc insulated unsheathed 1100 volts grade as earthwire and using color code as per is and specified and making good all disturbed work to match the existing complete incl taking down old unsv sub main complete all as specified and directed by engr-in-charge. note :- (i)extra length of cables/ wire required for connection to mcbs shall not be measured and the rate quoted by contractor for per unit shall be deemed accordingly.(ii) two run of wire, one run of earth wire and conduct shall be measured as one unit. 149 all as per item no 142 abovebut for single core , 2 runs of 4.0 sqmm nominal cross sectional area including provision of 1x4.0 sqmm nominal cross sectional area complete all as specified and directed by engr-in-charge. 150 all as per item no 142 above but for single core , 2 runs of 6.0 sqmm nominal cross sectional area including provision of 1x 6.0 sqmm nominal cross sectional area complete all as specified and directed by engr-in-charge. 151 m&l for earthing complete with galvanised steel earth plate electrode of size 60 cm x 60 cm x 6 mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 m below normal gl connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washersand earth strip protected by 15 mm dia gi pipe medium grade and connected to main distribution board panel/earthing test point all as shown on electrical plate no.3 of ssr part i and all as specified including testing on completionincluding taking down old unserviceable earthing any type complete all as specified and directed by engr-in-charge. note :-gi wire 4mm dia including test point terminal box include in the quoted rate.

Central Government/Public Sector

TRN :49054173 | 05 Jun, 2025

Tender Value : 97.00 Lacs

Rangapahar - Nagaland

Tender for tender for special repairs to road at rangapahar military station; 1 material and labour for repairs to potholes of depth n.exc 30mm and area not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 kg per 10sqm (vg-10), putting in premixed bituminous macadam, well rammed and sealed with binder 9.80 kg per 10 sqm (using paving bitumen vg-30), binded with 0.09 cum of stone chippings, 6.30 mm size and again well rammed (including supply of premixed macadam, binder and chippings), rolled with smooth wheeled power roller 8 to 12 tonne and compacted to required camber and gradient and finishes to a uniform and smooth surfaces complete all as specified and as directed. 2 material and labour for preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat withbituminous primer(vg-10) @ 2.5 kg per 10sqm complete all as specified and as directed. 3 material and labour for preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat withbituminous primer(vg-10) @ 5 kg per 10sqm complete all as specified and as directed. 4 material & labour for premix bituminous macadam of coarse aggregate (50 to 20mm),using paving bitumen of vg-30 grade @ 4% by weight of total mix, mixed in hot mix plant and laid by mechanical paver finisher, rolled and compacted to required gradient and camber, consolidated thickness not exceeding 50mm complete all as specified and directed. note: the premix bitumen will be laid as in levelling course in suknen/ damaged road patches as per site requirement. 5 material and labour for bituminous premix semi-dense asphaltic concrete 40mm consolidated thickness with 5.5% paving bitumen grade vg-30 as a binder content by weight of total mix and grading of aggregates & design criteria as specified in ssr part-i clause no 20.b.2.5.4(d) & 20.b.2.11 and mix at hot mix plant, spread with mechanical paver rolled and consolidated to gradient and camber with power roller 8 to 12 tonne and all as specified in para 20.b.4 & sub para 20.b.4 of mes schedule part-i complete all as specified and as directed.note: (i) for job mix formula design purpose maximum binder shall be as described i.e. 5.5% for vg-30 grade bitumen.(ii) no price adjustment shall be applicable if the approved quantity of binder as per design mixed is more than 5.5%. (iii) during design stage if binder content used less than 5.5% necessary price adjustment on quoted rate shall be done as per actual binder content used.(iv) design to be got approved from ge 6 supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with pama striplens reflector fixed with and incl ms stud of suitable size as per manufactures instructions. 7 supply and fixingsolar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency mono rystafie solar panel 2.4v/ 0.3 watt one ni-ed rechargeable battery (1.2v/ 1600ma) consisting of super bright led with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed 8 material & labour for road marking strips, lines, dashes, arrows, letters etc of 2.5 mm thick [reflective type] of approved colour conforming to bs 3262-1989 on roads, pavements and the like not exceeding 10cm wide with hot thermo plast material by fully automatic thermoplastic paint applicator machine, fitted with profile shoe, glass beads dispenser, propane tank heaters and profile shoe heater, driven by skilled operator on road surface complete as per mort & h specifications including cleaning the road surface of all dirt, scales, oil grease and foreign materials etc complete all as specified and as directed. 9 material & labour for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.

Central Government/Public Sector

TRN :49054201 | 26 May, 2025

Tender Value : 25.00 Lacs

Bakloh - Himachal Pradesh

Tender for tender for certain repair to road and misc works at bakloh cantt; 1 repair to pot holes any depth not exc. 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, path etc. cutting around edges to at least 25mm in depth, making good by filling screened and graded raod metal. watering and ramming applying tack coat @ 10 kg/10 sqm, putting in premixed bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix using 20mm crushed stone aggregate rolled and compacted to required camber and gradient with 8 to 10 tonne power rollerfor depth of pot holes exceeding 30mm complete all as specified and directed. 2 preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc., applying evenly a priming/ tack coat with bituminous primer using paving bitumenat 5 kg per 10 sq metre of road surface, laying bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% bitumen binder content by weight of total mix using 20mm crushed stone aggregate, rolled and compacted to required camber and gradient with 8 to 10 tonne vibrator power roller, complete all as specified and directed. note:- bituminous premix semi dense asphaltic concrete shall be mixed in automatic temperature controlled hot mixing plant, transported and premix carpet shall be laid in single layer with self propelled mechanical paver, rolled with vibrator roller. 3 cat eye two way reflective absbodyof size 100mm x 100mm x 18.5mm with reflective panel (amber red or white) , weight 133 grams fixed with and including ms stud of suitable size as per manufactures instructions complete all as specified and as directed.make: 3m, shakti, darkeye. 4 convex mirror 1000mm dia made out of polycarbonate material provided with suitable ms pipe post duly powder coated, meant for road turning, intersection curve, t-junctions, hospitlas , parking lots etc. with clear and definite mirror image having 130 degree of viewing angle, unbreakable glass, spring post (710 x 80 x 210mm) body of spring is made of special flexile material (polyurethane) without it can be quickly resoted to its original state without doing any damage to spring post as well as vehicle in case of high speed collsion by vehicles. two bands of reflective tape to be pasted on the spring post. eposy bond will beused to fix the spring post with road surace. the bond should be so strong that post will not be deviated by strong impact after installation, length of spring post 710 mm upper dia 80mm & botttom dia is 210 mm, fixed in repair complete all as specified and as directed by engr-in-charge. 5 metal tubular dealineator made out of abs round body fitted with 2 nos 65 mm dia highly reflective reflectors made out of pmma and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in pcc 1:2:4 (150x150x300mm) type b1 complete all as specified and directed 6 marking lines, dashes, arrows etc of width 10 cms on black top/ concrete surfaces of road using hot applied thermo plastic road marking paint 2.5 mm thick (white/ gold, yellow) mixed with radium glass beads @ 250gm/ sqm with automatic machine to provide reflectivity and night vision (approx temp being 200°c at the time of laying) including cleaning the surface of all dirt, dust and other foreign material complete all as specified. note:- road marking lines at the centre of road shall not be continuous, whereas the lines at outer sides of road shall be continuous i.e in one length. 7 deduct credit amount as per schedule of credit as details given on srl page no 19 of tender doucments.

Government Departments

TRN :49054257 | 15 May, 2025

Tender Value : 16.00 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for construction of cc road and drain from chhote kachhis house to canal in tenduli village of v.k. malwa - excavation for road way in soil using manual mean for carrying of cut earth to embankement site with a lift up to 1.50m and lead up to 50m as per t.s.c. 302.30 2 cc 1:6:12 cement sand and 40mm brick ballast all complete as s.i. no. 273 3 m1 150 class in foundation with 1:4 cement and coarse sand mortar including all complete of work. item no. 305a 4 wbm grading 3- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and camber,applying and brooming,crushable screening to fill up the interstices of coarse aggregate watering and compacting to required density gr 3 as per t.s clause 405 5 construction of un-reinforced,plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m 30 (grade), coarse and fine aggregates conforming to is:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer compacted using needle, screed and plate vibrators, curing of concrete slabs for 14-days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification mord clause 1500.4 6 12mm thick plaster in 1:4 cement & sand morter all complete as per s.i. no. 13.11 7 rcc work in slab with 1:1/2:3 with cement, coarse sand & 20 mm stone grit including all material labour etc complete si no 284 8 p/l of ms work in slab as reinforcement including all material tnp etc completesi no 504

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