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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

State Government

TRN :49054172 | 12 May, 2025

Tender Value : 0

Kangra - Himachal Pradesh

Tender for tender for supply of construction materials - 1. crusher sand (rate per cubic meter) 2. crusher bajri (rate per cubic meter) 3. crusher bajra (rate per cubic meter) 4. round bajri (washed) (rate per cubic meter) 5. boulder stone/soling (rate per cubic meter) 6. broken stone (rate per stone) 7. shuttering of wood & iron (rate per square foot) 8. brick (rate per brick) 9. mixture (rate including diesel & reach per day) 10. jcb (rate per hour) 11. local round (rate per round)

State Government

TRN :49054209 | 20 May, 2025

Tender Value : 0

Chamba - Himachal Pradesh

Tender for quotations are invited by gram panchayat rajei and kamla for all the development works of the financial year 2025-26 for sand (cum), gravel (crusher) 10,20,40 mm cum), boulder, shuttering (sq. ft.), iron rods / iron (per kg), aluminum material, electrical equipment, furniture, plumbers work material, board, mixture, jcb machine / hour, all types of tiles, marble, baked bricks 11, soling stone, torn stone, all types of building wood and building construction material, barbed wire, all types of iron and plastic pipes, paint material, sanitary items and welding work and all types of material vehicles and carriage by horse mule etc.

State Government

TRN :49054246 | 21 May, 2025

Tender Value : 0

Una - Himachal Pradesh

Tender for tender for supply of construction materials - gravel crusher 10/20/40mm, dissolved sand, dust, stone soling interlock tile paver block 60/80mm isi mark, coloured paver must have isi mark and m 35 grade strength certificate certified from any government agency. brick 12 class water tanker (showing storage capacity) and tank at work place rent for parking per day mixer machine rent (including oil) jcb excavation pucca/kacha shuttering steel and wood call from jodbad civil supply to work place dharmasal mahanta cement loading/unloading sand, gravel, barge, paver, cement transported by horses other materials for use in the work

State Government

TRN :49054274 | 24 May, 2025

Tender Value : 0

Mandi - Himachal Pradesh

Tender for tender for supply of construction materials - sand khaddu crusher gravel 20mm, 40mm khaddu / crusher soling stone boulder stone / cut stone furniture steel wood working by jcb machine, mixer machine, breaker material transport by tractor, jeep other vehicle cement transport to hpscsc depot churag- gram panchayat store brick tile wall / floor shuttering steel wood sign board writing & painting paint wall wood ceiling sheet, g.c. sheet, angle iron wood (door window)

State Government

TRN :49054370 | 16 May, 2025

Tender Value : 0

Kangra - Himachal Pradesh

Tender for tender for purchase of construction materials - crusher sand, crusher gravel, cut stone, bolder stone, soling, brick, shuttering per cubic foot, cement hire loading and unloading per bag and jcb charge per hour.

Local Bodies

TRN :49055131 | 24 May, 2025

Tender Value : 0

Solan - Himachal Pradesh

Tender for tender for supply of (1) sand keshar, bula sand per cubic foot (2) gravel 10mm, 20mm, 40mm per cubic foot (3) brick (2nd class) per number (4) steel shuttering per square foot (5) interlock, paver, cement tile (isi approved) 40mm, 60mm, 40mm per square meter (6) cement block per number (7) signboard (36×24) per number (8) wall writing per letter (9) stone soling stone per cubic foot (10) excavation work by jcb and rock breaker per hour (11) mixer per day (12) cement transportation (per bag including transportation from corporation board to work site and loading, unloading) for various development work

State Government

TRN :49055818 | 21 May, 2025

Tender Value : 7.81 Lacs

24 Paraganas South - West Bengal

Tender for settler with abr at ramchandrapur near rabin mudi shop- 1 earth work excavation of foundation trenchs or drain in all sorts of soil including mix soil excluding laterite or sand stone includinga) depth of excavation not exceeding 1,500 mm 2 (b) depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. 3 (a) filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) 4 single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 5 ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant is codes. (i) pakur variety 6 ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant is codes.(i) pakur variety 7 ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant is codes.(i) pakur variety 8 reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) for works in foundation and upto roof of ground floor/upto 4 m (i) tor steel/mild steel i. sail/tata/rinl 9 hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 10 brick work with 1st class bricks in cement mortert(1:4) a)in foundation and plinthb) in super structure, in all floor. 11 plastering at wall with sand and cement morterincluding rounding off or chamfaring corner (1:6) 20 mm th. 12 net cement punning about 1.5 mm thick in wall dado window floor drain etc. 13 supply of upvc pipes (b type) & fittings conforming to is-13592-1992.(a) (i) single socketed 3 meter length (b) 110 mm inlet/outlet of hpgf 14 labour for fitting and fixing u.p.v.c. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or r.c. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the engineer in-charge. (payment will be made on centre line measurement of the total pipeline including specials.(a) above ground (ii) 110 mm dia. 15 supply of upvc pipes (b type) & fittings conforming to is-13592-1992.(b) fittings (ii) plain tee (b) 110 mm 16 supplying, fitting and fixing in position c.i. manhole/ pit cover with rim. (b) square- 600 mm x 600 mm x 50 kg (approx.) 17 supply of upvc pipes (b type) & fittings conforming to is-13592-1992. providing & supplying cowl 18 c.i. sluice valve with flanged ends drilled to as per i.s. 1358/62 and having all cast iron components as per i.s. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 mt per sq. cm. spindle nut valve and seat faces of hard wear resisting, manufactured from best quality gunmetal conforming to i.s. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete. 19 providing and laying of filter media with granularmaterials/stone crushed aggregates/brickaggregates /river bed materials satisfying therequirements laid down in clause 2504.2.2 of mort&h 20 earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (payment to be made on the basis of measurement of finished quantity of work)(a) with earth obtained from excavation of foundation 21 surfacedressingof the ground inany kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. 22 18% cgst & sgst 23 1 % labour cess

State Government

TRN :49055823 | 21 May, 2025

Tender Value : 4.49 Lacs

24 Paraganas South - West Bengal

Tender for settler with abr at uttar ramchandrapur near gul company- 1 earth work excavation of foundation trenchs or drain in all sorts of soil including mix soil excluding laterite or sand stone includinga) depth of excavation not exceeding 1,500 mm 2 (b) depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. 3 (a) filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) 4 single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 5 ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant is codes. (i) pakur variety 6 ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant is codes.(i) pakur variety 7 ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant is codes.(i) pakur variety 8 reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) for works in foundation and upto roof of ground floor/upto 4 m (i) tor steel/mild steel i. sail/tata/rinl 9 hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 10 brick work with 1st class bricks in cement mortert(1:4) a)in foundation and plinthb) in super structure, in all floor. 11 plastering at wall with sand and cement morterincluding rounding off or chamfaring corner (1:6) 20 mm th. 12 net cement punning about 1.5 mm thick in wall dado window floor drain etc. 13 supply of upvc pipes (b type) & fittings conforming to is-13592-1992.(a) (i) single socketed 3 meter length (b) 110 mm inlet/outlet of hpgf 14 labour for fitting and fixing u.p.v.c. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or r.c. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the engineer in-charge. (payment will be made on centre line measurement of the total pipeline including specials.(a) above ground (ii) 110 mm dia. 15 supply of upvc pipes (b type) & fittings conforming to is-13592-1992.(b) fittings (ii) plain tee (b) 110 mm 16 supplying, fitting and fixing in position c.i. manhole/ pit cover with rim. (b) square- 600 mm x 600 mm x 50 kg (approx.) 17 supply of upvc pipes (b type) & fittings conforming to is-13592-1992. providing & supplying cowl 18 c.i. sluice valve with flanged ends drilled to as per i.s. 1358/62 and having all cast iron components as per i.s. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 mt per sq. cm. spindle nut valve and seat faces of hard wear resisting, manufactured from best quality gunmetal conforming to i.s. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete. 19 providing and laying of filter media with granularmaterials/stone crushed aggregates/brickaggregates /river bed materials satisfying therequirements laid down in clause 2504.2.2 of mort&h 20 earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (payment to be made on the basis of measurement of finished quantity of work)(a) with earth obtained from excavation of foundation 21 surfacedressingof the ground inany kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. 22 18% cgst & sgst 23 1 % labour cess

State Government

TRN :49056564 | 21 May, 2025

Tender Value : 7.81 Lacs

24 Paraganas South - West Bengal

Tender for settler with abr at dakshin ramchandrapur near tarun sangha shiv mandir- 1 earth work excavation of foundation trenchs or drain in all sorts of soil including mix soil excluding laterite or sand stone includinga) depth of excavation not exceeding 1,500 mm 2 (b) depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. 3 (a) filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) 4 single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 5 ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant is codes. (i) pakur variety 6 ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant is codes.(i) pakur variety 7 ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant is codes.(i) pakur variety 8 reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) for works in foundation and upto roof of ground floor/upto 4 m (i) tor steel/mild steel i. sail/tata/rinl 9 hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 10 brick work with 1st class bricks in cement mortert(1:4) a)in foundation and plinthb) in super structure, in all floor. 11 plastering at wall with sand and cement morterincluding rounding off or chamfaring corner (1:6) 20 mm th. 12 net cement punning about 1.5 mm thick in wall dado window floor drain etc. 13 supply of upvc pipes (b type) & fittings conforming to is-13592-1992.(a) (i) single socketed 3 meter length (b) 110 mm inlet/outlet of hpgf 14 labour for fitting and fixing u.p.v.c. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or r.c. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the engineer in-charge. (payment will be made on centre line measurement of the total pipeline including specials.(a) above ground (ii) 110 mm dia. 15 supply of upvc pipes (b type) & fittings conforming to is-13592-1992.(b) fittings (ii) plain tee (b) 110 mm 16 supplying, fitting and fixing in position c.i. manhole/ pit cover with rim. (b) square- 600 mm x 600 mm x 50 kg (approx.) 17 supply of upvc pipes (b type) & fittings conforming to is-13592-1992. providing & supplying cowl 18 c.i. sluice valve with flanged ends drilled to as per i.s. 1358/62 and having all cast iron components as per i.s. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 mt per sq. cm. spindle nut valve and seat faces of hard wear resisting, manufactured from best quality gunmetal conforming to i.s. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete. 19 providing and laying of filter media with granularmaterials/stone crushed aggregates/brickaggregates /river bed materials satisfying therequirements laid down in clause 2504.2.2 of mort&h 20 earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (payment to be made on the basis of measurement of finished quantity of work)(a) with earth obtained from excavation of foundation 21 surfacedressingof the ground inany kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. 22 18% cgst & sgst 23 1 % labour cess

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