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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-Finance | ₹15.7 L | L1 | Accepted-Finance L1 Lowest Bidder Accepted |
| 2 | L2₹15.8 LRejected-Finance | ₹15.8 L | L2 | Rejected-Finance L2 Lowest Bidder not Accepted |
Tender Value
₹18.9 L
EMD Value
₹37,900
Closing Date
23 Apr 2026, 12:00 pmClosed
EE RED Sambhal
Office EE RED Sambhal
Census Office and Other Essential Construction Works within the Collectorate Complex District Sambhal
2026_REDUP_1134721_1
796/RED/Tender/File/ Bond Clerk/2025-26 dated 24-03-2026
Open Tender
Civil Works - Buildings
90 days
Sambhal
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹37,900
Yes
Office EE RED Sambhal
11 May 2026
9 Apr 2026
23 Apr 2026
9 Apr 2026
23 Apr 2026
9 Apr 2026
10 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. as per DSR item no- 2.8.1 | 1 | cum | - | - | Item 1 |
| 2 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift as per DSR item no. - 2.25(a) | 1 | cum | - | - | Item 2 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per DSR item no. - 2.27 | 1 | cum | - | - | Item 3 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources as per DSR item no. - 4.1.10 | 1 | cum | - | - | Item 4 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR item no. - 6.1.2 | - | cum | - | - | Item 5 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR item no. - 6.4.2 | 1 | cum | - | - | Item 6 |
| 7 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% as per DSR item no. - 2.34.1 | 1 | litre | - | - | Item 7 |
| 8 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor With Chlorpyriphos/Lindane E.C. 20% with 1% concentration as per DSR item no. - 2.35.3.1 | - | sqm | - | - | Item 8 |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per DSR item no. - 5.1.2 | - | cum | - | - | Item 9 |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per DSR item no. - 5.2.2 | 1 | cum | - | - | Item 10 |
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