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Government Departments

TRN :49028133 | 21 May, 2025

Tender Value : 7.73 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-3 tajganj zone room no.-77 patch repair work by hotmix on the road of chamrauli pushp praful nagar and nikhil garden. - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber. applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. 2 providing and applying primer coat with ssi grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (as per attached analysis) 3 providing and laying dense graded bituminous macadam with higher capacity batch type hmp using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 505 complete in all respects including cost of all materials, t&p, labour, cartage for proper completion of work as per direction of enginee-in-charges. (20-chapter analysis rate) 4 providing and laying bituminous concrete (grading-11) with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder vg-30 as per approved job mix formula which ever is higher of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification sth revision clause no. 509 complete in all respects including cost of all materials, t&p, labour, cartage for proper completion of work as per direction of enginee-in-charges. (20-chapter analysis rate) 5 banking excavated earth by mechanical /manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with % 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 for all kinds of soil. (chapter no.2 code-2.3 page no. 91) 6 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources etc all complete. (chapter no.4 dsr code-4.1.10 page-103) 7 providing and fixing pvc pipe conforming to 86.00 isi make working pressure 6 kg/cm including testing labour t&p etc. all complete. 140mm diameter. (chapter no.23 sl.no. 30(iv)) 8 constructing masonry chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1) cement: 4 coarse sand) for sluice valve, with c.i. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and rcc top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 (chapter no.18 dsr code-18.34.1 pg-286) 9 supply & fixing r.c.c menhole cover heavy duty size etc. all complete. (non scheduled) 10 sub total (a) 11 add/deduction rs. for estimate figure amount match 12 grand total

State Government

TRN :49005623 | 26 May, 2025

Tender Value : 18.56 Crore

Jayal - Rajasthan

Tender for tender for widening and strengthening on kasnau (sh-92a) to dehri - tarnau - merwas - upto mataji road - 1 part a road work clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 2 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 construction of embankment with material obtained from roadway cuttingconstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 granular sub-base with well graded material (table 400-1)by mix in place methodconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401. for grading iiimaterial 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base by mixing plant method with 53 mm maximum size of aggregates 7 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 8 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 9 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30)grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respectsfor grading-ii(13 mm nominal size) bitumen (vg-30) 13 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510.by mechanical means bitumen (vg-30) 14 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511type b bitumen (vg-30) 15 part b c.c. pavement work dry lean cement concreteconstruction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 16 construction ofun-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic batching plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using fixed form paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). 17 providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 18 part c protection wallearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 19 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 20 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 21 plastering with cement mortar (1:4), 20 mm thick on stone work. 22 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 23 part d c.d.workearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 24 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 25 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20nominal mix (1:2:4) 26 providing and fixing stone slab covering over drains (kota/bijoliya quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain opeining size 300 to 450 mm stone patty drain cover size 800mm x 600mm x 75mm 27 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 28 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 29 600 mmdia 30 300 mm dia 31 part f road saftykilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 32 5th kilometre stone (precast) 33 ordinary kilometer stone (precast) 34 200 m stone (precast) 35 traffic signsretro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 36 600 mm equilateral triangle 37 600 mm circular 38 600 mm x 450 mm rectangular 39 900 mm side octagon 40 direction and place identification signs upto 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801. direction and place identification signs upto 0.9 sqm size board 41 direction and place identification signs with size more than 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia gi pipe firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801 42 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 43 supplying and fixing of cat’s eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of abs plastic on each side. 44 providing and fixing mukhya mantri sadak yojana/ mahatma gandhi rajya sadak yojana informatory sign board with logo for roads funded by state road fund having m.s. definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. the logo shall be made out of 1.6mm thick circular plate duly framed with ms angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. the size of definition plate shall be 1500x600mm and embedding the posts by m-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per morth specification clause 801. 45 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

Central Government/Public Sector

TRN :48971735 | 24 May, 2025

Tender Value : 40.00 Lacs

Kamptee - Maharashtra

Tender for periodical services including repair to brick work and plastering, chhajja repair for otm under age b/r- i ge kamptee

Central Government/Public Sector

TRN :48974338 | 24 May, 2025

Tender Value : 40.00 Lacs

Kamptee - Maharashtra

Tender for tender for periodical services including repari to brick work & plastering, chhajja repair for md accn under age b/r-i ge kampee

State Government

TRN :48961517 | 21 May, 2025

Tender Value : 4.69 Crore

Jayal - Rajasthan

Tender for construction of sankhwas bypass--1 part a road work boundary pillar reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and morth specification clause 807 2 clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 3 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base(b) by mixing plant method(i) with 53 mm maximum size of aggregates 7 granular sub-base with well graded material (table 400-1) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401.for grading iiimaterial 8 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 9 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30) grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respects for grading-ii(13 mm nominal size) bitumen (vg-30) 13 part b protectionearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 14 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 15 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 16 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 17 plastering with cement mortar (1:4), 20 mm thick on stone work. 18 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 19 600 mmdia 20 300 mm dia 21 providing and laying precast reinforced cement concrete box culvert section of m-40 grade designed for aa class loading as per irc specifications including to effect of impact, eq etc. complete on firm base of 200mm thick lean concrete of m-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of rcc precast box and its proof checking from iit / nit / government engineer college complete in all respect as per specifications size 1.00 m x 1.00 m 22 part c road furniturekilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 23 5th kilometre stone (precast) 24 ordinary kilometer stone (precast)

Government Departments

TRN :48857317 | 12 May, 2025

Tender Value : 44.00 Lacs

Jaipur - Rajasthan

Tender for repair work of 24 usq and 36 lsq quarters at pts kherwara district udaipur-- 1 part-a civil,sanitary & electrical 2 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12mm thick 3 grading roof for water proofing treatment with water proffing compoundcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) 4 providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 kg/sqm) on top of hot bitumen @1.7 kg/sqm. (1.40 kg of vg-40 (30/40 )grade and 0.30 kg/sqm. of vg-10 (80/100) grade) and joints filled withcement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineerin-charge. 5 making khurras 450 x 450mm with average minimum thickness 50mm cement concrete 1 : 2:4 over p.v.c. sheet 1 mtr. x 1 mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges andmaking and finishing the out let complete 6 providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 7 providing and fixing to existing door frames.30mm thick factory made solid panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mmx15mm , top & bottom rails. m.s .frame shall have a coat of steel primers of approved make and manufacture m.s. frame covered with 5mm thick heat moulded pvc „c channel of size30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either sideforming stiles; and 5mm thick, 95mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45degree on the inner side to form top and bottom rail and 115mm wide pvc sheet out of which 75 mm shall be flat and20mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided either side of the panel.10mm (5mm x 2) thick, 20mm wide cross pvc sheet shall be provided as gap insert for top rail & bottom rail. panelling of5mm thick pvc sheet to be fitted in the m.s. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x15mm wide pvc sheet bending on inner side, and joined together with solvent cement adhesive. an additional 5mmthick pvc strip of 20mm width is to be stuck on the interior side of the „c channel using pvc solvent adhesive etc.complete as per direction of engineer-in-charge, manufacture?s specification & drawing.(for w.c.and bathroom door shutter). 8 providing and fixing external grade board solid core single leaf flush door shutters isi 2202-67 marked using phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure a :25 mm thick .decorative teak veneer both side 9 extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) over item no. 8.13. 10 repair of existing steel glazed doors, windows and ventilator, mssheet door, garage doors, compound wall gates etc. by weldingdrilling complete include. cost of welding rods and hire charge ofwelding meachine and tp etc complete 11 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts& screw etc. 12 renewing glass panes, with putty and nails wherever necessary 13 4 mm thick plain glass panes 14 repair of door, window shutters including cost ofmaterial and labour for change of damaged : 15 (c) aldrop of mild steel 16 (i) 12 long x12mm dia 17 (ii) 8 long x 10mm dia 18 (d) stopper of aluminium with 19 (ii) double rubber gutka 20 (g) mild steel tower bolt 6 long 21 (h) steel locking bolt 22 (i) steel handle 6 size 23 providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (is 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawlplugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer,excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : 24 partly fixed and partly openable [ fixed area not to exceed 33%] 25 supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mmwith suitable screw at not exceeding 150mm distance. 26 providing and fixing square bars or other flat welded to window ventilatiors etc. 27 taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meters lead: 28 of area 3 square meter and below 29 dismantling dry brick pitching in floors drains etc. including stacking of serviceable material and disposal ofunserviceable material within 50 mtr lead 30 dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal ofunserviceable material within 50 meter lead: 31 for thickness of tiles 10mm to 25 mm 32 dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 33 dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbishto the dumping ground within 50 meter lead. 34 dismantling gi pipes (external work) including excavation and refilling trenches after taking out the pipes and includingstacking of pipes within 50 meter lead: 15mm to 40mm nominal bore. 35 supplying and fixing in walls machine cut and polished stone shelves, tands and in cm 1:3 with machine cut edges : 36 kota stone minimum 30mm thick. 37 kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 901 to 2000 sq.cm : 38 rajasthan black 39 (4) above 3601 cm 2 slabs 40 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shadesglazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of thetile complete (excluding the cost of cement plaster on walls and pillar). 41 add extra over item for marble printed, granite shade tiles 42 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirming to is : 13755 and is : 15622colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc.laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 43 plaster on new surface on wall in cement sand mortar 1:6including raking of joints etc. complete fine finish: 44 25mm thick 45 20mm thick 46 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - all work up to plinth level. 47 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) 48 providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - all work up to plinth level. 49 m15 grade nominal mix(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 50 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurrymixed with water proofing cement compound consisting of applying :sqm. 275.00(i) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @0.253 kg//sqm .this layerwill be allowed to air cure for 4 hours.(ii) second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm this layer will be allowed to air cure for 4 hours followed by water curing for 48 hours. the rates includes preparation of surface treatment & sealing of all joints ,corners, junction with polymer mixed slurry. 51 filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, usingbrick bats complete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 52 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandla/loi. (only for colour changing ). 53 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: new work (two or more coats) over and includingscrapping and priming coat with cement primer. 54 painting exterior surface of wall with 100% acrylic exterior paint of approved brand and manufacture to give an evenshade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respectincluding scaffolding and safety provision 55 new work 56 painting with synthetic enamel paint of approved brand and manufacture to give an even shade 57 two or more coats on new work 58 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast andfittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 59 add extra of square rectangular hollow tubular section areused. 60 repair to damaged rcc slabs, beams and columns etc for strengthening with cement mortar 1 : 2 in following steps :-sqm 1568.00 (i) choping losse and cracked concrete to required depth,cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried.(ii) applying epoxy primer on the exposed steel bars.(iii) applying epoxy hardener and resin mix (as permanufectureds specification) on concrete and steel bars with brush.(iv) speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day.(v) plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete.(vi) cure the plastered surface for 15 days, all work including scaffolding etc. complete in all respect. 61 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2 .) approved quality /make including joining the pipe withsolvent cement rubber ring and lubricant. 62 110mm dia 63 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cementrubber ring and lubricant: 64 coupler (socket) 65 110 mm dia 66 bend 87.5 67 110 mm dia 68 pipe clip 69 110 mm dia 70 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: 71 size 580 x 440 mm 72 labour charges for removing w.c. pan (any type) of all sizes with care including all necessary fittings p or s trap. 73 p & f wvc wash basin (ist quality is:2556 mark) of approved make with c.i. brackets duly painted 1 no. 15 mmc.p. pillar cock (is:8934 mark) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut32 mm complete including cutting & making good the wall : 74 size 550x400mm 75 p & f stop cock (is :8931 mark), superior quality & ofb approved make: 76 (-do-) concealed stop cock 15mm. 77 p & f pvc storage tank isi marked (is : 12701) indicating the bis license no), of approved make with cover, 25mm dia1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc.,complete of approved design: 78 750 litres capacity. 79 add extra for hoisting charges for each floor and tripple layered water tanks 80 for items 2.26.1 to 2.26.4 81 p & f flush cock / flush valve (is : 9758mark) for wc of approved quality make : 82 brass / gun metal half-turn wt. 1 kg. of approved quality / make, 25mm nominal bore. 83 supply & fixing g.i. union isi marked in g.i. pipe line as required complete in all respect of size : 84 15mm dia nominal bore 85 25mm dia nominal bore 86 p & f full-way valve (is:778 mark) or wheel valve ofapproved make : 87 gun-metal 15mm nominal bore. 88 (-do-) 25mm nominal bore 89 p & f gi pipes ( internal works ) with gi fittings excluding union (is:1239 mark) and ms clamps, including cuttingand making good the wall and floors. 90 (a) exposed on wall 91 15mm dia nominal bore 92 b class 93 25mm dia nominal bore 94 b class 95 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. (internal work exposed on wall) 96 20 mm 97 25 mm 98 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes type b for soil and waste discharge system (is:13592 : 1992 marked) of approved quality /make 99 75mm dia 100 110mm dia 101 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes fittings type b for soil and waste discharge system (is:13592 : 1992 marked) of approved quality /make. 102 coupler 103 75mm dia 104 110mm dia 105 bend 87.5 dg. 106 75mm dia 107 110mm dia 108 single tee with door 109 75mm dia 110 110mm dia 111 nahni trap with jali 4” 112 100mm dia 113 pipe clip 114 75mm dia 115 110mm dia 116 p & f bib cock (is : 8931 mark), superior quality ofapproved make: 117 c.p. brass bib cock,15mm nominal bore. 118 p & f sink cocks of superior quality & approved made : 119 c.p. sink cock swinging spout 15mm. 120 p & f square-mouth gully trap `a` grade (is :marked) of approved make complete with c.i. grating, frame & cover masonary chamber in c.m. 1:6, 100mm thick c.c. 1:5:10 base concrete, 40mm thick c.c.m-15 grade coping, 12mm thick cement plaster in cm 1:3 complete as per approved design & type. 121 trap size 150 x 100mm, 7.2 kg. c.i. cover with frame, internal chamber size 300 x 300mm. 122 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m 10 cm thick c.c. 1:5:10 in foundation,20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring ,earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. 123 inside size 300 x 300 mm depth upto 0.5 m cement cover with frame. 124 construction of manhole in all type of soil inner size 90 x 60 cm. 450 mm thick masonry in cm 1:6, 10 cm. thick cementconcrete 1:5 10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring, making channels, 80mm thick stone slab covering with 40mm thick m-15 grade c.c. flooring, cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr.lead. 125 depth upto 0.50m

Central Government/Public Sector

TRN :48833281 | 14 May, 2025

Tender Value : 45.00 Lacs

Ahmednagar - Maharashtra

Tender for repairs to joinery, sanitary fittings, plastering, sunken floor, internal water supply and other allied works at dmr area under age b/r-i at ge(n) ahilyanagar

Central Government/Public Sector

TRN :34418881 | 14 May, 2025

Tender Value : 45.00 Lacs

Ahmednagar - Maharashtra

Tender for repairs to joinery, sanitary fittings, plastering, sunken floor, internal water supply and other allied works at dmr area under age b/r-i at gen ahilyanagar

Central Government/Public Sector

TRN :34411313 | 12 May, 2025

Tender Value : 0

Mumbai - Maharashtra

Tender for annual repair maintenance operation work to internal area i c plastering repairs to ceiling other misc masonry works and internal painting of new airport colony mumbai during 2025 26

Central Government/Public Sector

TRN :34413931 | 17 May, 2025

Tender Value : 45.00 Lacs

Dharamshala - Himachal Pradesh

Tender for comprehensive repair to roof, false ceiling, joinery, plastering, connecting pavement, plumbing, aluminium partition and connected works in 27 camp and 28 camp at yol cantt under age br-i of ge kh yol

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Tender for repairs to joinery, sanitary fittings, plastering, sunken floor, internal water supply and other allied works at dmr area under age b/r-i at ge(n) ahilyanagar

Tender for repairs to joinery, sanitary fittings, plastering, sunken floor, internal water supply and other allied works at dmr area under age b/r-i at gen ahilyanagar

Tender for annual repair maintenance operation work to internal area i c plastering repairs to ceiling other misc masonry works and internal painting of new airport colony mumbai during 2025 26

Tender for comprehensive repair to roof, false ceiling, joinery, plastering, connecting pavement, plumbing, aluminium partition and connected works in 27 camp and 28 camp at yol cantt under age br-i of ge kh yol

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