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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹14,498.70 (0.10%)Admitted-Finance | ₹1.4 Cr+₹14,498.70 (0.10%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s K & J Enterprises L1 | Ms Hitum Jore L2 |
|---|---|---|---|---|---|
| 1.00SH: Earth work | |||||
| 1.01 | Earth work in excavation in saturated soil upto a depth of 61 cm including pumping or bailing out water and banking in 20 cm layers for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. | 225 | CUM | 772 ₹1,73,700 Lowest | 775 ₹1,74,375 |
| 2.00SH: Concrete work | |||||
| 2.01 | 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:
(a) 1:1.5:3 (1 cement : 1.5 coarse sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 885 | CUM | 15,608 ₹1,38,13,080 Lowest | 15,623.62 ₹1,38,26,903.7 |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
26 Mar 2026, 12:00 pmClosed
Block Development Officer
O/o Block Development Officer, CD Block Basar Leparada District, Arunachal Pradesh
C/o. Protection Wall near Sie Bridge, Leparada District Arunachal Pradesh under RE-2025-26
2026_DRDAP_3260_1
BSR/CD/NIT/RE/2025-26
Open Tender
Civil Works
Item Rate
730 days
Basar
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
BDO, CD Block Basar Leparada District
₹1.5 L
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SH: Earth work | |||||
| 1.01 | Earth work in excavation in saturated soil upto a depth of 61 cm including pumping or bailing out water and banking in 20 cm layers for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. | - | CUM | - | - |
| 2SH: Concrete work | |||||
| 2.01 | 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:
(a) 1:1.5:3 (1 cement : 1.5 coarse sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | CUM | - | - |
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