Tender For Balance Development Work Of Village- Jaganpur Afzalpur Yea
Tender Value
7.55 Crore
Estimated cost
Bid Submission
12 Nov 2026
14 days left
EMD
15.11 Lakhs
Bank guarantee accepted
Document Fee
6770
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 Balance Development Work Of Village- Jaganpur Afzalpur Yea
BOQ
| Sl. No. | Item Description |
| 1 | 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) |
| 2 | 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) |
| 3 | 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020) |
| 4 | Providing and laying design mix cement concrete of M-30 grade in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required laying at site, spreading and compacting mechanically by using needle and surfave vibrator, levelling to required slope/camber finishing with required texture, including steel form work with study M.S. channel section, curing, making provision for contraction/expansion, construction & longitudinal joints (10mm wide x 50 mm deep by groove cutting machine providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid separately). Note- Cement content considered in M-30 is @ 340 kg/cum Excess/less cement Used as per design mix is payable/ recoverable sepearately Cement concrete prepared with batch mixing machine |
| 5 | Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars. (Based on UPPWD/SOR-2020)/DAR-18/5.22.1 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020)) |
| 7 | Supply of good earth work banking excavated earth in layers not exceeding 20 cm in depth breaking clods watering rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankments for roads flood banks marginal banks and guide banks or filling up ground depressions all lead as per (a.r.) for all kind of soils |
| 8 | 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 motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Based on SOR UP PWD 2020) |
| 9 | Providing and laving 60 mm thick factory made cement concrete Interlocking paver block(ISI Marked) made by block making machine with strong vibratory compaction of approved size design, shape, laid in required color and pattern over and including average 50 mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per direction of Engineer -in - charge with conforming (UP PWD SOR 2020) (New SOR Based DAR 16.68) |
| 10 | Demolishing interlocking tiles/ dry brick mechanical means including disposal of material within 50 mtr lead as per direction of Engineer in charge |
| 11 | Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA/Based on UPPWD/SOR-2020)) Depth from 0.0 to 1.5 M below G.L. |
| 12 | Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA/Based on UPPWD/SOR-2020)) Depth from 1.5 to 3.00 M below G.L. |
| 13 | 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 earthbelow invert level of pipe. UP PWD SOR 2020/ 19.6.3/ AR 250mm Np3 pipe |
| 14 | 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. (AR/YEIDA/Based on UPPWD/SOR-2020) 250mm dia NP-3 concrete cradle |
| 15 | Constructing brick masonry circular type manhole 0.75 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 : 0.75 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. Supply and fixing Poly propelene foot rest & excluding excavation With bricks of class designation-150 (AR/YEIDA/Based on UPPWD/SOR-2020) |
| 16 | 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)) |
| 17 | Constructing brick masonry circular type manhole 1.52 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)) |
| 18 | Extra depth for circular type manhole 0.75m internal dia (at bottom) beyond 0.75m to 1.00m: With bricks of class designation-150 (AR/YEIDA/Based on UPPWD/SOR-2020) |
| 19 | Extra depth for circular type manhole 1.52m 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)) |
| 20 | 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 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. (AR/YEIDA/Based on UPPWD/SOR-2020) 150mm dia |
| 21 | 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. (AR/YEIDA/Based on UPPWD/SOR-2020) 150mm dia NP-3 concrete cradle |
| 22 | 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) |
| 23 | 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)) |
| 24 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12mm dia steel bar conforming to IS 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm 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 direction |
| 25 | 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 100 mm top diameter and 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 Course 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 bricks of class designation-7.5(DAR/18.33.1/Based on UPPWD/SOR-2020)) |
| 26 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 27 | 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) |
| 28 | 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). All works upto plinth level. (DAR/5.33.1/Based on UPPWD/SOR-2020)) |
| 29 | Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars. (Based on UPPWD/SOR-2020)/DAR-18/5.22.1 |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020)) |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DAR/5.9.2/Based on UPPWD/SOR-2020)) |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors roof landings balconies and access platform (DAR/5.9.2/Based on UPPWD/SOR-2020)) |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Edges of slabs and breaks in floors and walls (DAR/5.9.2/Based on UPPWD/SOR-2020)) |
| 34 | Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA/Based on UPPWD/SOR-2020)) Depth from 0.0 to 1.5 M below G.L. |
| 35 | Demolishing interlocking tiles/ dry brick mechanical means including disposal of material within 50 mtr lead as per direction of Engineer in charge |
| 36 | Providing, laying, jointing and testing of PVC pipe (Finolex make ring fit) of following dia 6Kg/Cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing). (AR/YEIDA/Based on UPPWD/SOR-2020) 110 mm dia (O.D.) |
| 37 | Providing, laying, jointing and testing of PVC pipe (Finolex make ring fit) of following dia 6Kg/Cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing). (AR/YEIDA/Based on UPPWD/SOR-2020) 90 mm dia (O.D.) |
| 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) 80mm dia |
| 39 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 80 mm dia |
| 40 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 100 mm dia |
| 41 | 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 100 mm top diameter and 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 Course 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 bricks of class designation-7.5(DAR/18.33.1/Based on UPPWD/SOR-2020)) |
| 42 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 15 mm dia. nominal bore UP PWD SOR 2020 /DAR- 18/18.12.1 |
| 43 | Providing and fixing G.I. cutting and threading the etc. complete (New work) Union in G.I. pipe including pipe and making long screws 15 mm dia. nominal bore UP PWD SOR 2020/DAR-18/18.46.1 |
| 44 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main: 15 mm dia. nominal bore UP PWD SOR 2020/DAR-18/18.20.1 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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