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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 3 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 4 | Accepted-Technical 0 | Accepted-Technical ACCEPTED |
| 5 | Rejected-Technical | Rejected-Technical REJECTED |
Tender Value
Refer Docs
EMD Value
₹73,100
Closing Date
21 Apr 2026, 5:00 pmClosed
CHIEF ENGINEER
ADA AGRA
Interlocking tiles road construction work from Maharaj Surajmal Garden of Fatehpur Sikri to Bharatpur Highway.
2026_ADAA_1137339_5
02/2026-27
Open Tender
Civil Works
Lump-sum
ADA AGRA
..
2 documents required · 2 mandatory
₹5,900
secretary
₹73,100
8 May 2026
16 Apr 2026
22 Apr 2026
16 Apr 2026
21 Apr 2026
16 Apr 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 |
|---|---|---|---|---|---|
| 1 | Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the 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 per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(CH-4 Item No. 251 PWD SOR-2023-24) | - | Cum | - | - |
| 2 | Providing and laying cement concrete in 1:4:8 (1 cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR No. 4.1.8/2023) | - | Cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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) (Item No. 4.1.3 DSR-2023) | - | Cum | - | - |
| 4 | 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) (Item No. 6.1.1 DSR 2023) | - | Cum | - | - |
| 5 | 12mm Thick cement plaster 1 cement : 4 Coarse sand (Item No. 13.4.1 DSR-2023) | - | Sqm | - | - |
| 6 | RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shutterang, finishing and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone (DSR 2023 5.1.2) | - | Cum | - | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (DSR 2023 5.22.1) | - | Kg | - | - |
| 8 | Earth work in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and including 1.50m lift and 30 m lead also including cartage of earth upto 8 kms, cost of earth if any, and royalty etc complete in all respect.(Analsis attached) | - | Cum | - | - |
| 9 | Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the 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 per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(CH-4 Item No. 251 PWD SOR-2023-24) | - | Cum | - | - |
| 10 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C) MORT&H specification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %.(PSR) | - | Cum | - | - |
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