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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical FLAT NO 5 IIND FLOOR SIGNATURE APARTMENT SECTOR 3A AVAS VIKAS COLONY BODLA AGRA | AGRA | AGRA | UTTAR PRADESH | Accepted-Technical Technically qualified |
Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
2 Apr 2026, 6:00 pmClosed
CE, MDA
MDA Office New Moradabd
Civil Work
2026_MDA_1130463_1
27/MDA/CE/2025-26
Open Tender
Civil Works
180 days
Moradabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
CAO
₹7.6 L
Yes
12 May 2026
26 Mar 2026
4 Apr 2026
26 Mar 2026
2 Apr 2026
26 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sector 01 - Sewer Line Excavatiing trenches of required width for pipes, cables, etc.including excavation for sockets, depth upto 1.5mt including getting out the excavated materilas returning the soil as pequired in layers not exceeding 20cm in depth, including consolidating each deposited layers by ramming, watering etc. and dispositing of surplus exacavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm D.S.R. 2023 Item No. 2.10.1.3 | |||||
| 2Extra 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 | |||||
| 3Providing 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) 250 mm dia. R.C.C. pipe D.S.R. 2023 Item No. 19.6.3 | |||||
| 4Providing 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. pipe D.S.R. 2023 Item No. 19.6.4 | |||||
| 5Providing 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. Item No. 5.1.3 | |||||
| 6Providing 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 | |||||
| 7Constructing 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 7.5 D.S.R. 2023 Item No. 19.9.1.1 | |||||
| 8Extra 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 | |||||
| 9Constructing 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 | |||||
| 10Extra 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 | |||||
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