Tender For The Development Work Of Saptnath Eco City (Sector-6) In The Villages Of Aspur Khubchand, Adupura Jagir, Barkapur, Kalapur, Kumhra, Navadiya Kurmiyan, Ahladpur, Harharpur, And Moharniya.
Tender Value
39.86 Crore
Estimated cost
Bid Submission
04 Dec 2026
26 days left
EMD
79.73 Lakhs
Bank guarantee accepted
Document Fee
35000
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 The Development Work Of Saptnath Eco City (Sector-6) In The Villages Of Aspur Khubchand, Adupura Jagir, Barkapur, Kalapur, Kumhra, Navadiya Kurmiyan, Ahladpur, Harharpur, And Moharniya.
BOQ
| Sl. No. | Item Description |
| 1 | Road & PathwayClearing 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 Item NO. 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 2023 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 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. |
| 9 | 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) |
| 10 | 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. |
| 11 | 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. |
| 12 | 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 |
| 13 | 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 |
| 14 | 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 |
| 15 | 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 |
| 16 | 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 |
| 17 | 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 |
| 18 | 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 |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, plascing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.D.S.R. Item No. 5.22.6 |
| 20 | 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 |
| 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 | 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 |
| 23 | 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 |
| 24 | 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 |
| 25 | 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 |
| 26 | 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 |
| 27 | 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 |
| 28 | 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 |
| 29 | 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 |
| 30 | 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 |
| 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 200 mm diameterD.S.R. 2023 Item No. 18.31.4.1 |
| 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 250 mm diameterD.S.R. 2023 Item No. 18.31.5.1 |
| 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 300 mm diameterD.S.R. 2023 Item No. 18.31.6.1 |
| 34 | 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 |
| 35 | 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 |
| 36 | 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 |
| 37 | 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 |
| 38 | 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 |
| 39 | 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 |
| 40 | 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 |
| 41 | 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 |
| 42 | Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (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. 2.14.1.1 |
| 43 | 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 |
| 44 | 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 |
| 45 | 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 |
| 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) 600 mm dia. R.C.C. pipeD.S.R. 2023 Item No. 19.35.3 |
| 47 | 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 |
| 48 | 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 |
| 49 | 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 |
| 50 | 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 |
| 51 | 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 |
| 52 | 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 |
| 53 | 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 |
| 54 | 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 |
| 55 | 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 |
| 56 | 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 |
| 57 | 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 |
| 58 | 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 |
| 59 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksD.S.R. 2023 Item No. 10.25.2 |
| 60 | 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 |
| 61 | Finishing with EPOXY paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface with putty etc. complete on concrete work D.S.R. 2023 Item No. 13.52.2 |
| 62 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufactureD.S.R. 2023 Item No. 13.62.1 |
| 63 | Providing and fixing 5 feet long straight bench comprising MS fabricated frame, supports, seat/backrest, necessary fasteners, anti-corrosive primer and two coats of approved paint, complete in all respects as per approved drawing/designRate as per Ramayan Vatika (P.S.) |
| 64 | Poviding & Fixing Designer dust bin Monkey type with all fitting & acces. required for complition of job complete.(P.S.) |
| 65 | Providing, Fixing Horse Rider (Made from non toxic durable LLDPE and plastic material, Adjustable height suitable for both indoors & outdoors, weather resistant & waterproof, Anti oxidation, Anti slip base & Anti UV) with all fitting & acces. required for complition of job complete.Make: Okay Play (SKU: OKP_STA_024) or equivalent as aproved by engineer in charge.Market Rate |
| 66 | Providing & Fixing Fish Rider (Made from non toxic durable LLDPE and plastic material, Adjustable height suitable for both indoors & outdoors, weather resistant & waterproof, Anti oxidation, Anti slip base & Anti UV) with all fitting & acces. required for complition of job complete.Make: Okay Play (SKU: OKP_STA_029) or equivalent as aproved by engineer in charge.Market Rate |
| 67 | Providing & Fixing MERRY GO ROUND (Made from non toxic durable LLDPE and plastic material, Adjustable height suitable for both indoors & outdoors, weather resistant & waterproof, Anti oxidation, Anti slip base & Anti UV) with all fitting & acces. required for complition of job complete.Make: Okay Play or equivalent as aproved by engineer in charge.Market Rate |
| 68 | Providing & Fixing MONKEY BAR-SIMPLE (Made from non toxic durable LLDPE and plastic material, Adjustable height suitable for both indoors & outdoors, weather resistant & waterproof, Anti oxidation, Anti slip base & Anti UV) with all fitting & acces. required for complition of job complete.Make: Okay Play (SKU: OKP_STA_009) or equivalent as aproved by engineer in charge.Market Rate |
| 69 | Providing & Fixing PLAY 2 SEATER SEA-SAW(Made from non toxic durable LLDPE and plastic material, Adjustable height suitable for both indoors & outdoors, weather resistant & waterproof, Anti oxidation, Anti slip base & Anti UV) with all fitting & acces. required for complition of job complete.Make: Okay Play SKU: OKP_STA_017 or equivalent as aproved by engineer in charge.Market Rate |
| 70 | Providing & Fixing SWING-A-ONE(Made from non toxic durable LLDPE and plastic material, Adjustable height suitable for both indoors & outdoors, weather resistant & waterproof, Anti oxidation, Anti slip base & Anti UV) with all fitting & acces. required for complition of job complete.Make: Okay Play ( | ECONOMY MODEL – 8 SKU: OKP_STA_014) or equivalent as aproved by engineer in charge.Market Rate |
| 71 | Providing & Fixing two way Slider (Made from non toxic durable LLDPE and plastic material, Adjustable height suitable for both indoors & outdoors, weather resistant & waterproof, Anti oxidation, Anti slip base & Anti UV) with all fitting & acces. required for complition of job complete. Make: Okay Play (FUNSTATION ECONOMY MODEL – 14, SKU: OKP_EMS 14) or equivalent as aproved by engineer in charge.Market Rate |
| 72 | 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 |
| 73 | 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 |
| 74 | 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 |
| 75 | 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 |
| 76 | 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 |
| 77 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.D.S.R. 2023 Item No. 2.27 |
| 78 | Providing and injection chemical emulsion for preconstructional antitermite treatment and creation a chemical barrier under and allaround the column pits, wall trenches, basement excavtion, top surface of plinth filling unction of wall and floor along externel perimeter of building, expansion joints, surrounding of pipes and conduit etc. complete (plinth area of the buiding and ground ffoloor only shall be measured ans per I.S. 6313 part II 1981) chlorpyrifos or any other approved amterial such as Heptachlor or chlordane will be used. the rate of application of chemical emulsion shall be as follows.(1) Treatment for masonary & foundation 5 liters per / 100 sqm.(2) Back fill in immediate contact with foundation 7.5 liters/100sqm.(3) Treatment of top surface of plinth filling 5 liters/ 100sqm.(4) Treatment junction of wall and the floor 7.5 liters/100sqm.(5) Treatment of soil along external perimeter of building 7.5 leters/100sqm.(6) Treatment of soil under apron along external perimter 5 liters /100 sqm.DSR 2023 2.35.1.1 |
| 79 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)DSR 2023 Item No. 4.10 |
| 80 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.DSR 2023 Item No. 4.13 |
| 81 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Fixing with adjustable lugs with split end tail to each jamb Profile BD.S.R. 2023 Item No. 10.14.1.1 |
| 82 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal bracesD.S.R. 2023 Item No. 10.5.1 |
| 83 | Providing & Fixing of Glass Pannes 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm).D.S.R. Item No. 9.7.7.2 |
| 84 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).D.S.R. 2023 Item No.9.53 |
| 85 | 15mm 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. 13.5.1 |
| 86 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mmD.S.R. 2023 Item No. 11.41.2 |
| 87 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. D.S.R. 2023 Item No. 13.80 |
| 88 | Finishing walls with Acrylic Smooth Exterior Paint required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials.P.W.D. SOR Item No. 13.46.1 |
| 89 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.D.S.R. 2023 Item No. 10.18 |
| 90 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer.D.S.R. 2023 Item No. 13.41.1 |
| 91 | Structural steel work riveted, bolted or welded 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.D.S.R. 2023 Item No. 10.2 |
| 92 | Supply and fixing of following size of PVC conduit alongwith the accessories in recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required: 20 mm Dia D.S.R. Electrical 2022_1.21.1 (Rate: 128.00x0.789x109/110) |
| 93 | Supply and fixing of 2/3/4 ways round Steel junction box confirming to ISS for 20mm dia 16 gauge conduit concealed in wall, keeping its level upto plaster duly provided with proper size cover, screwed as directed at site by the Engineer I/C with supply of all material labour and T&P required for proper completion of work.SI No 154/elctrical SOR 2018 |
| 94 | Supply & Fixing of 150mm dia PVC pipe 6Kg per cm Square Pressure.Make : Astral, Prince, Kissan. RatePWD SOR Item NO. 730A |
| 95 | Providing & laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40mm nominal size) alround PVC pipes including bed concrete as per standard design.D.S.R. 2023 Item No. 19.2.2 |
| 96 | Extra for depth for manholes: 900x800mmD.S.R. 2023 Item No.19.8.1.1 |
| 97 | above 3.00 mt Up to 4.50 mt depth2.8.1+2.11x2 |
| 98 | Brick work with common burnt clay F.P.S. (non modular) bricks of class 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) :D.S.R. 2023 Item No. 6.1.2 |
| 99 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm diaD.S.R. Item No. 23.1.1 |
| 100 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.200 mm nominal size diaD.S.R. 2023 Item No. 23.4.3 |
| 101 | Supply & Fixing of 200mm dia PVC pipe 10Kg per cm Square Pressure.Make : Astral, Prince, Kissan. Rate200 mm nominal size diaD.S.R. 2023 Item No. 23.3.3 |
| 102 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. D.S.R. 2023 Item No. 23.7 |
| 103 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.D.S.R. 2023 Item No. 23.5 |
| 104 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 560 mm internal diameterL D- 2.5D.S.R. 2023 Item No. 19.19.3.1 |
| 105 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.All types of soil: 400 mm diaDSR 23.1.1.1 |
| 106 | Rocky strata including Boulders400 mm diaDSR 23.1.2.1 |
| 107 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.DSR 23.8 |
| 108 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.300 mm nominal size dia having minimum wall thickness 5.40 mm.PWD SOR BAREILLY |
| 109 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.DSR 23.12 |
| 110 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200mm dia DSR 23.13.3 |
| 111 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size completeDSR 23.14.3 |
| 112 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I)DSR 23.15.3 |
| 113 | Supplying & Installation of suitable 35 Hp submersible pump B.S or K.S.B or equivalent make with finolex cable 1x3x2.5 squmm(upto 75mtr) withflexible conduit 25mm dia, electrical out door pannel with required electrical fitting such as MCB of 0-25Amp (Havell or Indocopp or MDS make), Volt & Ampere meter (AE make), single phase preventer (Minilac or VSP -1 make) starter (L&T or BCH make) etc of approved make, 40mm HDPE Pipe (25 mtr) and all accessories complete as per requirement of site.a) Contractor shall include the rate of electrical control panels complete with all accessories & controls, all Electrical/Mechanical items as required to operate the system automatic/manual.b) Contractor to select suitable HP of pumps .c) Level Controller with sufficient nos. of low / high level alarms, contacts with electrodes and control wiring for the automatic operation of water supply pumps, Submersible Sump Pumps, to achieve the functional requirement shall be provided. Control wiring between these pumps and water tanks shall be provided.Domestic water pumps must start at low water level in overhead domestic water tank & stop at high level in that water tank. Dry running protection shall be provided for all the pumps.Sequencing shall be provided for each set of pumps. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 26 daysDec 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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