Tender For Construction Work Of 24.00 Meter Wide Zonal Road (B) In Saptanath Eco City Located In Village Asafpur Khubchand, Adupura Jagir, Barkapur, Kalapur, Kumhra, Navadiya Kurmian, Ahladpur, Harharpur And Moharnia, District Bareilly.
Tender Value
17.63 Crore
Estimated cost
Bid Submission
20 Nov 2026
22 days left
EMD
35.28 Lakhs
Bank guarantee accepted
Document Fee
30000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bareilly → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of 24.00 Meter Wide Zonal Road (B) In Saptanath Eco City Located In Village Asafpur Khubchand, Adupura Jagir, Barkapur, Kalapur, Kumhra, Navadiya Kurmian, Ahladpur, Harharpur And Moharnia, District Bareilly.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.PWD SOR 259 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.D.S.R. 2023 Item No. 2.8.1 |
| 3 | Earth work in filling in ordinary soil including leveling dressing and ramming and also including cartage 4.00 Km distance Including loading unloading cost of earth royalty etc. all complete as per direction of E/I Excluding royality Analysis |
| 4 | Earth work with machanical compaction including of levelling, dressing, watering & compacting the soil to achieve 95% proctor density etc. all complete DSR Item No. 16.2 |
| 5 | Construction of granular sub-base by providing close graded material mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Analysis Bareilly PWD Circle |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc.Analysis Bareilly PWD Circle |
| 7 | Providing and laying priming coat with bitumen emulsion (SS-2 grade) using Emulsion pressure distributor at the rate of 0.70 Kg. Per sqm on the prepared surface of granular base cleaned with mechanical broom.Analysis Bareilly PWD Circle |
| 8 | Dense Graded Bituminous Macadam Grading 1Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40@ 4.0 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. |
| 9 | Dense Graded Bituminous Macadam Grading 2Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30@ 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. |
| 10 | Providing and applying bitumen emulsion tack coatwith butumenus grade VG-10 over bituminious surface of including cleaning of road sruface sand spreading tack coat @ 0.20 Kg/ sqm using machanical means as per morth (Morth 503) (Analysis Rate) |
| 11 | Bituminous Concrete Grading 2Providing and laying bituminious concrete with 100-120 batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% as per job 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 MoRT & H Specifications Clause 509 complete in all respects. |
| 12 | Providing and applying 2.5mm thick road marking strips (retro reflective of specified shade/colour using hot themoplastic material by fully/semi automatic 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 foreign material etc. complete as per direction of Engineer In charge and accordance with applicable specifications.Morth 803 |
| 13 | Provding and fixing Glow studs(Cats Eye) af size 100x 20m made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloetrite ) or HIP (High impact polystyrene ) of ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 Kg tested in accrodance with ASTM D4280. The slope of retro- reflective surface shall be 35(+/-5) degress to base. The reflective panels of both sides with at least 12 cm of reflective area up each side. The luminationce intensity should be as per the specification and shall be tested as described in ASTM I:809 as recommended in BS :873 part 4 :1973. Teh studs shall be fixed to the Road surface using the adhesive conforming to IS as per procedure recommended by the manufacturer complet and as per direction of engineer - in - charge MOrth |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)D.S.R. 2023 Item No. 4.1.8 |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)D.S.R. 2023 Item No. 6.1.1 |
| 16 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.D.S.R. 2023 Item No. 16.91.2 |
| 17 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approvedby Engineer-in-charge).D.S.R. 2023 Item No. 16.69 |
| 18 | Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)D.S.R. 2023 Item No. 5.1.3 |
| 19 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumDSR 2023 Item No. 5.33.1.1 |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR 2023 Item No. 5.22.6 |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.DSR 2023 Item No. 5.9.2 |
| 22 | Providing & Fixing PVC pipe 150mm outer dia working pressure 6.00kg/cm square Including All fiotting complete. Make : Astral / Finolex/KisanPWD SOR Item NO.730A |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concreteDSR 2023 Item No. 5.9.1 |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platformDSR 2023 Item No. 5.9.3 |
| 25 | Providing, supplying, lowering, laying, jointing, testing and commissioning of 315mm dia HDPE Pipe PE100 PN10 conforming to IS 4984 latest revision for water supply distribution system including all materials, labour, machinery, tools & plants complete in all respect as per specifications and direction of Engineer-in-Charge.Market Rate |
| 26 | Providing, supplying, lowering, laying, jointing, testing and commissioning of 250 mm dia HDPE Pipe PE100 PN10 conforming to IS 4984 latest revision for water supply distribution system including all materials, labour, machinery, tools & plants complete in all respect as per specifications and direction of Engineer-in-Charge.Market Rate |
| 27 | Providing, supplying, lowering, laying, jointing, testing and commissioning of 200 mm dia HDPE Pipe PE100 PN10 conforming to IS 4984 latest revision for water supply distribution system including all materials, labour, machinery, tools & plants complete in all respect as per specifications and direction of Engineer-in-Charge.Market Rate |
| 28 | Providing, supplying, lowering, laying, jointing, testing and commissioning of 160 mm dia HDPE Pipe PE100 PN10 conforming to IS 4984 latest revision for water supply distribution system including all materials, labour, machinery, tools & plants complete in all respect as per specifications and direction of Engineer-in-Charge.Market Rate |
| 29 | Providing, supplying, lowering, laying, jointing, testing and commissioning of 110 mm dia HDPE Pipe PE100 PN10 conforming to IS 4984 latest revision for water supply distribution system including all materials, labour, machinery, tools & plants complete in all respect as per specifications and direction of Engineer-in-Charge.Market Rate |
| 30 | Providing, supplying, lowering, laying, jointing, testing and commissioning of 75 mm dia HDPE Pipe PE100 PN10 conforming to IS 4984 latest revision for water supply distribution system including all materials, labour, machinery, tools & plants complete in all respect as per specifications and direction of Engineer-in-Charge.Market Rate |
| 31 | Providing and fixing C.I. sluice valve with cap complete with bolts, nuts, rubber in section etc. below of dia sluice valve complete in all respects class-I 100 mm diameterD.S.R. 2023 Item No. 18.31.1.1 |
| 32 | Providing and fixing C.I. sluice valve with cap complete with bolts, nuts, rubber in section etc. below of dia sluice valve complete in all respects class-I 150 mm diameterD.S.R. 2023 Item No. 18.31.3.1 |
| 33 | Providing and fixing C.I. sluice valve with cap complete with bolts, nuts, rubber in section etc. below of dia sluice valve complete in all respects class-I 200 mm diameterD.S.R. 2023 Item No. 18.31.4.1 |
| 34 | Providing and fixing C.I. sluice valve with cap complete with bolts, nuts, rubber in section etc. below of dia sluice valve complete in all respects class-I 250 mm diameterD.S.R. 2023 Item No. 18.31.5.1 |
| 35 | Providing and fixing C.I. sluice valve with cap complete with bolts, nuts, rubber in section etc. below of dia sluice valve complete in all respects class-I 300 mm diameterD.S.R. 2023 Item No. 18.31.6.1 |
| 36 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.20 mm nominal dia PipesDSR 2023 Item No. 18.9.2 |
| 37 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.25 mm nominal dia PipesDSR 2023 Item No. 18.9.3 |
| 38 | Providing & Fixing of 20mm nominal bore Brass ferrule with C.I. mouth cover including boring and Tapping the line.D.S.R. 2023 Item No. 18.20.2 |
| 39 | Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required :10.1 Single headed GunmetalDSR E&M (2025) - Item No. 27.10.1 |
| 40 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 100mm diaDSR 2023 Item No.. 18.59.3 |
| 41 | Constrution of massonery chamber 90x90x100cm in inside with M-150 class designation brick work in cement mortar 1:4 (1 cement and 4 coarse sand) for sluice valve with C.I. surface box 100mm dia top dia meter 160mm bottom dia meter and 180mm deep in side with chained lid and RCC top slab 1:2:4 including necessary excavation, foundation concrete 1:5:10 with 40mm stone ballast, 1:3 cement coarse sand planster and neat cement finished all complete DSR 2023 Item No. 18.34.1 |
| 42 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c 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 7.5DSR 2023 Item No. 18.33.1 |
| 43 | Providing, supplying, lowering, laying, jointing, testing and commissioning of 65 mm dia HDPE Pipe PE100 PN10 conforming to IS 4984 latest revision for water supply distribution system including all materials, labour, machinery, tools & plants complete in all respect as per specifications and direction of Engineer-in-Charge.Market Rate |
| 44 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. (Rate is over corresponding basic item for depth upto 1.5 metre).1.50 to 3.00 Mt B.G.L.D.S.R. 2023 Item No. 2.8.1+2.26.1 |
| 45 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :(a) 300 mm dia. R.C.C. pipeD.S.R. 2023 Item No. 19.6.4 |
| 46 | Providing and laying non-pressure NP3 class (Medium duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :(a) 450 mm dia. R.C.C. pipeD.S.R. 2023 Item No. 19.35.1 |
| 47 | Providing and laying non-pressure NP3 class (Medium duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :(a) 600 mm dia. R.C.C. pipeD.S.R. 2023 Item No. 19.35.2 |
| 48 | Providing and laying non-pressure NP3 class (Medium duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :(a) 600 mm dia. R.C.C. pipeD.S.R. 2023 Item No. 19.35.3 |
| 49 | Providing and fixing of open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) depth 1.5mt to 3.00 mt all complete as directed by E/I D.S.R. 2023 Item No. 2.20.2 |
| 50 | Constructing brick masonry circular type manhole 0.91m internal dia. at bottom and 0.56 m dia. at top in cement mortar 1 : 4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement :3 Coarse sand :6 graded stone aggregate 40 mm nominal size), and making necessary channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design, 0.91 m deep with S.F.R.C. cover and frame (Heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. ( Excavation,foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately); With Common burnt clay F.P.S. (non modular) bricks of class designation 7.5D.S.R. 2023 Item No. 19.9.1.1 |
| 51 | Extra depth for Circular type manholes: 0.91m internal dia. at bottom beyond 0.91 m to 1.67 m with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.10.1 |
| 52 | Constructing brick masonry circular type manhole 1.22 m internal dia. at bottom and 0.56 m dia. at top in cement mortar 1 : 4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement :3 Coarse sand :6 graded stone aggregate 40 mm nominal size), and making necessary channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design; 1.68 m deep with S.F.R.C. cover and frame (Heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. ( Excavation,foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately)With Common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.11.1.1 |
| 53 | Extra depth for Circular type manholes: 1.22 m internal dia. at bottom beyond 1.68 m to 2.29 m with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.12.1 |
| 54 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neatcement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.13.1.1 |
| 55 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.14.1 |
| 56 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipeD.S.R. Item No. 19.6.2 |
| 57 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)RCC Work for Raft Footing, Walls,D.S.R. Item No. 5.1.2 |
| 58 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cumD.S.R. Item No. 5.33.2.1 |
| 59 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and StrutsDSR 2023 Item No. 5.9.6 |
| 60 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantileversDSR 2023 Item No. 5.9.5 |
| 61 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricksD.S.R. 2023 Item No. 6.3.1 |
| 62 | 12mm thick plaster with 1:4 ( one part cement & four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, T&P etc. required for proper completion of the work.D.S.R. 2023 Item No. 13.4.1 |
| 63 | Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall bepaid for separately).Red sand stone - 30mm thick gang saw cut stoneD.S.R. 2023 Item No. 8.20.1 |
| 64 | Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. DSR 2023 Item No. 8.22 |
| 65 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.D.S.R. 2023 Item No. 8.16 |
| 66 | Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters ,window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1 :4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish etc. complete at all levels.Granite stone slab colour black, Cherry/Ruby redD.S.R. 2023 Item No. 8.2.2.2 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysNov 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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