Tender For Development Work Of Village - Parsol Majara Bag To Be Develop As Smart Village In Yea
Tender Value
2.31 Crore
Estimated cost
Bid Submission
29 Sep 2026
10 days left
EMD
4.63 Lakhs
Bank guarantee accepted
Document Fee
4088
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gautam Buddha Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Work Of Village - Parsol Majara Bag To Be Develop As Smart Village In Yea
BOQ
| Sl. No. | Item Description |
| 1 | Road Work: |
| 2 | Dry brick on edge flooring in required pattern with bricks of class designation 150 on bed including filling joints with local sand (with F.P.S bricks) complete. UPPWDSOR/DAR-18/11.2) |
| 3 | Dismantling dry brick or interlocking tiles on edge including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (AR/YEIDA/Based on UPPWD/SOR-2020)) |
| 4 | Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/YEIDA/Based on UPPWD/SOR-2020) |
| 5 | Relaying of 80mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (Old Tiles) (AR/YEIDA/ Based on UPPWD/SOR-2020) |
| 6 | Providing and laying 80mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block of M-30 made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/YEIDA/ Based on UPPWD/SOR-2020) ROBBLE MOULDED |
| 7 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-40 grade caste in PUC/Rubber moulds, made by making machine with strong vibratory compaction with smooth finish and required size and design/shape laid in with permanent of BAYOR company and pattern over and including 40mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/YEIDA/ Based on UPPWD/SOR-2020) |
| 8 | Sewar Work |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of atoms. lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m all kind of soil. (DAR-18/2.8.1/AR/YEIDA/Based on UPPWD/SOR-2020) 0-1.50M B.G.L |
| 10 | 1.5-3.0M MB.G.L |
| 11 | Providing and carting of following dia Rcc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.250mm Np3 pipe UPPWDSOR/DAR-18/19.6.3) |
| 12 | Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved.250 mm dia AR/YEIDA. |
| 13 | Constructing brick masonary circular type manhole 0.75m internal dia at bottom and 0.56m dia at top with 150 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 0.75m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame 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 centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. UPPWDSOR/DAR-18/19.9.1.1) |
| 14 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m 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 neat cement, foundation concrete 1:3:6 mix (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 floating coat of neat cement, all complete as per standard design : 0.91 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 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With bricks of class designation-150 (DAR/19.9.1.1/Based on UPPWD/SOR-2020)) |
| 15 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m: With bricks of class designation-150 (DAR/19.10.1/Based on UPPWD/SOR-2020)) |
| 16 | Providing and carting of following dia Rcc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 150MM Dia Pipe UPPWDSOR/DAR-18/19.6.2) |
| 17 | Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved. AR/YEIDA |
| 18 | M-150 brick work in 1:4 cement & corse sand 1.25 F.M. mortar in foundation and plinth including supply of all materials labour completion of the work Same as Item no. 305 but in 1:4 on cement and four course sand of 2.20 FM mortar UPPWD2020/303+ 305a |
| 19 | Cement concrete with 4cm based approved stone ballast coarse sand and cement in the proportion of 4:2:1 including supply of all material labour tools and plants etc required for all completion of work. UPPWD2020/279a/P-17 |
| 20 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DAR/19.16/Based on UPPWD/SOR-2020)) |
| 21 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. 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 ) 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 150. UP PWD SOR 2020/DAR -18 / 18.33.1 |
| 22 | Water Sullpy Work |
| 23 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of atoms. lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m all kind of soil. (DAR-18/2.8.1/AR/YEIDA/Based on UPPWD/SOR-2020) |
| 24 | Providing, laying and jointing & testing of SI marked PVC pipe (Finolex, Kissan, Supreme or equivalent make- ring fit as per IS: 4985: 2000) of following dia 6kg/Sqcm. including all specials & fitting etc. as required for proper completion of work. (The contractor has to arrange the source of water and require head for testing). 90 mm dia. AR/YEIDA. |
| 25 | Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 80 mm diameter: Class-II (DAR/18.31.1.2//Based on UPPWD/SOR-2020)) |
| 26 | Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 100 mm diameter: Class-II (DAR/18.31.1.2//Based on UPPWD/SOR-2020)) |
| 27 | Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 100 mm diameter: Class-II (DAR/18.31.1.2//Based on UPPWD/SOR-2020)) |
| 28 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. 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 ) 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 150. UP PWD SOR 2020/DAR -18 / 18.33.1 |
| 29 | 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. UPPWDSOR/DAR-18/18.9.1) 15 mm dia nominal bore |
| 30 | Providing and fixing PPR Unions. PPR Union 20mm. UPPWDSOR/DAR-18/18.6A.1) |
| 31 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore. UPPWDSOR/DAR-18/18.20) |
| 32 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (Where machine can not reach/move) (UPPWD/SOR-2020/251(b)) Depth from 0.0 to 1.5 M below G.L. |
| 33 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281) |
| 34 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. “(Note:- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). |
| 35 | All works upto plinth level. (DAR/5.33.1/Based on UPPWD/SOR-2020)) |
| 36 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 37 | Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020)) |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 39 | Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020)) |
| 40 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DAR/5.9.2/Based on UPPWD/SOR-2020)) |
| 41 | Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020)) |
| 42 | M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a) |
| 43 | 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020) |
| 44 | Cement concrete with 2cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/279(a)) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysSep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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