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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-Finance | ₹20.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹20.9 LRejected-Finance | ₹20.9 L | L2 | Rejected-Finance L2 |
Tender Value
₹21.2 L
EMD Value
₹42,340
Closing Date
21 Apr 2026, 12:00 pmClosed
EE
EE RED VARANASI
GRAM SABHA LEDHUPUR SALARPUR RAJBHAR BASTI ME SARVAJANIK STHAL PAR BARAT GHAR KA NIRMAN V SUNDARIKARAN KA KARYA.
2026_REDUP_1131737_8
3492 Date 23-03-2026
Open Tender
Civil Works
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹42,340
Yes
8 May 2026
6 Apr 2026
21 Apr 2026
6 Apr 2026
21 Apr 2026
6 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 | dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer in charge within a distance of 60m i/c as per pwd sor 2020 ,S.I no 692 | 1 | CUM | - | - | BI01010001010000000000000515BI0100001113 |
| 2Filling of 63mm-45mm(hand broken) sukrut stone ballast in existing well required to make use of it as a rain water harvesting well/pit I/c | ||||||
| 3Filling of 53mm-22.4mm(crusher broken) sukrut stone ballast in existing well required to make use of it as a rain water harvesting well/pit I/c | ||||||
| 4Filling of dudhhi coarse sand in existing well required to make use of it as a rain water harvesting well/pit I/c | ||||||
| 5 | 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. I/c as per DSR2023 code 2.8.1 | 1 | CUM | 1 | ₹1 | BI01010001010000000000000515BI0100001117 |
| 6 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km 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. I/c as per Dsr2023 code 2.25a | - | CUM | 1 | - | BI01010001010000000000000515BI0100001118 |
| 7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per DSR 2023 code 4.1.8 | ||||||
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.As per Dsr 2023 code 2.27 | 1 | CUM | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | 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: 2.35.31 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration i/c as per Dsr 2023 code 2.35.3.1 | - | sqm | 0.8 | - | BI01010001010000000000000515BI0100001121 |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands,
plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). i/c as per Dsr 2023 code 5.3 | 1 | CUM | - | - | BI01010001010000000000000515BI0100001122 |
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