Tender For Development Work Of The Proposed Ews Site In Sector-10 Of Greater Bareilly Housing Scheme.
Tender Value
6.17 Crore
Estimated cost
Bid Submission
30 Jun 2026
0 days left
EMD
12.35 Lakhs
Bank guarantee accepted
Document Fee
20000
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 Development Work Of The Proposed Ews Site In Sector-10 Of Greater Bareilly Housing Scheme.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Jun-2026 | Corrigendum for Date Extension | Date | 30-Jun-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. including royality. P.W.D. SOR 2025 Item No. 251 ( 209 ) |
| 2 | Add to items (251 to 253 for every additional 30m. lead or part of 3.0m. Or for every additional 1.5m. Lift or part of 1.5m. ( 209 + 31= 240 ) |
| 3 | Add to items (251 to 253 for every additional 30m. lead or part of 4.5m. Or for every additional 1.5m. Lift or part of 1.5m.( 240 + 31= 271 ) |
| 4 | 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 PWD SOR 2025 ITEM No. 253+ cartage+ cost of earth etc |
| 5 | Extra for machenical compaction of Earth including of levelling, dressing, watering & compacting the soil to achieve 95% proctor density etc. all complete. PWD SOR 2025 Item No. 253a |
| 6 | Construction of granular sub base (G.S.B.) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compete at per clause 401. (Analysis Rate) |
| 7 | Concrete with 4 cm guage stone ballast, coarse sand 2.25FM and cement in proportion of 8:4:1 in foundation and under floor including supply of all material labour and T&P etc. required for the proper completion of the work.P.W.D. SOR 2025 Item No. 281 |
| 8 | Cement concrete with 2cm gauge approved stone grit, coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.P.W.D. SOR 2025 Item No. 279(i) |
| 9 | First class brick work in 1:4 (one part of cement and four part of coarse sand) cement mortar in foundation and plinth incluidng supply of all material. Labour T&P etc required for proper completion of work. PWD SOR 2025 Item No. 305 |
| 10 | First class brick work in super structure for 230 mm thick wall 1:4 (one part of cement and four part of coarse sand) cement mortar incluidng supply of all material. Labour T&P etc required for proper completion of work.P.W.D. SOR 2025 Item No. 305+309+310 |
| 11 | First class brick work in super structure for 115 mm thick wall 1:4 (one part of cement and four part of coarse sand) cement mortar incluidng supply of all material. Labour T&P etc required for proper completion of work.P.W.D. SOR 2025 Item No. 305+309+310a |
| 12 | 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, 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 cementcontent of 330 kg /cumD.S.R. 2023 Item No. 5.33.1.1 ( 9504.75 x0.756 =7185.59 |
| 13 | 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 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.All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (level 1 to lvl-5)D.S.R. Item No. 5.33.2.1 ( 9860.40x 0.756 =7454.46 |
| 14 | 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 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.All works above plinth level upto floor V level Concrete of M 30 grade with minimum cement content of 330 kg /cum (level 1 to lvl-5)D.S.R. Item No. 5.33.2.2 (10011.35 x0.756 =7568.58) |
| 15 | Add for using extra cement in the items of design mix over and above the specified cement content therein.PWD SOR 2025 Basic Rate of Material 7i |
| 16 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. P.W.D. SOR 2025 Item No. 504 |
| 17 | Providing and laying of Of 125 Micron Plastic Sheet over Prepared G.S.B. Surface as per SOR 2025 Ch.1 Item No. 19 |
| 18 | C.C. / R.C.C.Pavement finishing work including screening & vaccuming, Dewatering by Plant. Finishing surface by Trix Floater and surface hardener @ 4.00Kg / sqm in final finishing making Pattern by Brooms as per direction by engineer- in -charge .Item No. NS/ MR ( RatesTaken From Ramayn Vatika. |
| 19 | Providing and fixing premoulded joint filler in expansion joints of RCC roasds / Cc pavement after making the joints dust free with high pressure air jet cleaners DSR 16.45 5.30x0.756 =4.00 |
| 20 | Centering & shuttering including strutting propping etc. and removal of form work for walls (any thickness) including attached plateris, butteresses plinth and string couse etc. DSR 2023 Item No. 5.9.1 (392.15 x0.756 =296.46 |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concreteDSR 2023 Item No. 5.9.2 ( 842.50x0.756 =636.93 |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for Column.D.S.R. 2023 Item No. 5.9.6( 961.30x0.756 =726.74 |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for Plinth Beam and Beam.D.S.R. 2023 Item No. 5.9.5 736.40 x0.756 =556.71 |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roof , landings, balconies, acessess platformD.S.R. 2023 Item No. 5.9.3 ( 927.25 x0.756 = 701.00 |
| 25 | Mild steel or iron work of heavy size, grill and built gate and door grame etc. including cutting bending and binding, placing for required shape and size all complete of the work as per P.W.D. SOR 2025 Item No. 503 |
| 26 | 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.P.W.D. SOR 2025 Item No. 584+diff (187 +31) |
| 27 | 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. DSR 2023 Item No. 13.52.2( 235.15x0.756 =177.77 ) |
| 28 | Painting on steel work with one priming coat and one coats of synthetic enemal paint all complete P.W.D. SOR 2025 Item No. 1+2+4iii |
| 29 | 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 ( 81.60x0.756 =61.68 |
| 30 | 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 :mm Internal Diameter R.C.C. pipe(a) 150 mm dia. DSR 2025 Item No. 19.6.2 (556.45 x0.756 =420.67 |
| 31 | b) 250 mm dia. DSR 2025 Item No. 19.6.3 ( 899.80x0.756 =680.24 |
| 32 | c) 300 mm dia. DSR 2025 Item No. 19.6.4 ( 994.30 x0.756 =751.69 |
| 33 | Providing and fixing in position the precast cement concrete in 1:2:4, 250mm dia saddle piller with 20mm guage stone grit coarse sand and cement as per drawing for different dia of pipe including rendring the surface smooth and cost of frame work including all labour T&P etc. required for proper completion of the work as directed by the E/I (Approved rate)250MM dia Saddle piller P.S. |
| 34 | 300MM dia Saddle piller PS. |
| 35 | Construction of RCC rectangular man hole of size 900x1200x1500mm internal size with M25 grade ready mix cement concrete, foundation concrete of 1:4:8 (1 cement : 4 coarse sand: 8 stone aggregate of 40mm size) and making necessary channel with cement concrete 1:2:4(1 cement : 2 coarse sand: 4 stone aggregate of 20mm size) finished with floating coat of neat cement, HD 20 circular man hole cover of size 600mm dia, foot rest of 20x20mm size rectangular cast iron and orange colour PVC coated. including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design.Analysis Rate |
| 36 | Addition/subtraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design.Analysis Rate |
| 37 | Construction of RCC rectaongular man hole/chamber of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, foundation concrete of 1:4:8 (1 cement : 4 coarse sand: 8 stone aggregate of 40mm size) and making necessary channel with cement concrete 1:2:4(1 cement : 2 coarse sand: 4 stone aggregate of 20mm size) finished with floating coat of neat cement, HD 20 circular man hole cover of size 600mm dia, foot rest of 20x20mm size rectangular cast iron and orange colour PVC coated. including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design.Analysis Rate |
| 38 | Addition/subtraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x1200x1000mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate |
| 39 | Construction of brick masonery chamber rectaongular type of size 60x60x75cm internal size with M150 grade brick masonery in cement mortar 1:4 (1 cement : 4 coarse sand) and 12mm thick cement plaster in 1:4 (1 cement : 4 Coarse sand) with a floating coat of neat cement, 8 cm thick cement concrete of 1:4:8 (1cement:4 Coarse sand : 8 brick ballast) making necessary channel with cement concrete 1:2:4(1 cement : 2 coarse sand: 4 stone aggregate of 20mm size) finished with floating coat of neat cement, HD 10 rectangular cover of size 45x45cm with frame, including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design.Analysis Rate |
| 40 | Water SupplySupply of following dia class-C P.V.C. pipe of 6 Kg/Cm2 working presuure (make supreme, Trupari, Prince and astral) confirming to IS:4985 with suitable coupline/socket and cement solutions etc.including loading unloading cartage to site and excluding GST complete in all respect.110mm dia PVC pipe 6Kg/Cm2 Analsis Rate/P.S. |
| 41 | 140mm dia PVC pipe 6Kg/Cm2Analsis Rate/P.S. |
| 42 | Supply and stacking of approved quality heavy duty PVC moulded specials (supreme and astral make) required for laying and jointing of PVC pipe at site of work.PVC tee 110x110x110mm (heavy duty)Analsis Rate/P.S. |
| 43 | PVC Bend/elbow 110mm dia (heavy duty)Analsis Rate/P.S. |
| 44 | PVC tee 140x140x140mm (heavy duty)Analsis Rate/P.S. |
| 45 | PVC Bend/elbow 140 X 140mm dia (heavy duty)Analsis Rate/P.S. |
| 46 | End cap 110mm diaAnalsis Rate/P.S. |
| 47 | Reducer 140 x 110 mm dia (heavy duty)Analsis Rate/P.S. |
| 48 | Carting & laying and jointing of following dia PVC pipe and specials with specified cement except jointing of fire hydrent and sluice valve all coplete including supply of all materials labour T&P etc. required for proper completion of work excluding supply of pipe and special but including supply of specified jointing cement as directed by E/I 110mm dia Analsis Rate/P.S. |
| 49 | 140mm diaAnalsis Rate/P.S. |
| 50 | Supply and fixing of C.I. under ground as per IS 989/84 ISI mark fire hydrent post type complete with bolts and nuts rubber including one sluice valve with road surface box duckfoot bend, flange, fisher and tee, reducer and standard post colomn fitted in the 63mm coupling as per direction of E/IAnalsis Rate/P.S. |
| 51 | Construction of massonery chamber 120x120x100cm 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 100 mm top dia meter 160mm bottom dia meter and 180mm deep in side with chained lid and RCC top slab 1:2:4 cement and coarse sand and stone grit, necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40mm nominal size) and in side plastering with cement mortar 1:3 ( 1 cement: 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with common brunt clay FPS (non modular) brick of class design 7.5 DSR 2023 Item No. 18.34.1 (18896.70 x0.756 =14285.90) |
| 52 | 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 DSR 2018/18.31 class-I100 mm dia DSR 2023 Item No. 18.31.1.1 (4791.20 x0.756 =3622.14 |
| 53 | Providing and fixing of C.I. double acting 50mm dia air valve of approved quality with bolts, nuts, rubber inserting etc. all complete DSR 2023 Item No. 18.59.1 (5748.80x0.756 =4346.09 |
| 54 | Plot connection Providing connection on main water line with G.I. clamps nuts socket also including 2mt long 15mm dia CPVC pipe with end cap rate as per DSR 2023 Item No. 18.13.1 (911.90 x0.756 =689.39 |
| 55 | Supply, stacking, carting, laying, jointing CI D joints with specials as flange etc as per completion of the work110mm diaAnalsis Rate/P.S. |
| 56 | Constructing masonry chamber 60x60x75cm inside , in brick work in cement mortar 1:4 (1cement:4 coarse sand) for sluice vavle, with C.I. surface box 100mm top diameter, 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 20mm nominal size), I/C necessary excavation, foundation concrete 1:5:10 (1 cement:5 fine ksand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick, finised with a floating coat of neat cement complete as per standard design. Analysis Rate/P.S. |
| 57 | Providing and fixing of gun metal gate valve 20mm dia with C.I. wheel of approved quality (screwed end) DSR 2023 Item No. 18.17.1a (539.95 x0.756 =408.20 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 16, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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