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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 CrAccepted-Finance | ₹15.2 Cr | L1 | Accepted-Finance L1 as per FER |
| 2 | L2₹15.3 Cr+₹6.9 L (0.46%)Rejected-Finance | ₹15.3 Cr+₹6.9 L (0.46%) | L2 | Rejected-Finance L2 as per FER |
| 3 | Rejected-Technical | - | - | Rejected-Technical Found Non-Responsive as per SBD |
| Sl No | Description | Qty | Unit | sibcharan swargiary L2 | MS IT ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00Foundation (Excavation for Structures) | |||||
| 1.01Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | |||||
| 1.02 | (a) Mechanical means, Ordinary Soil | 4,988.91 | Cum | 55.86 ₹2,78,680.51 | 55.58 ₹2,77,283.62 Lowest |
| 1.03 | Ordinary rock not requiring blasting | 4,988.91 | Cum | 69.83 ₹3,48,375.59 | 69.48 ₹3,46,629.47 Lowest |
| 1.04 | Bored cast-in-situ M35 grade R C C Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earthwith all lifts and lead upto 1000 m. Ordinary Soil. Pile diameter - 1200 mm. P C C M35 | 224 | Metre | 21,611.82 ₹48,41,047.68 | 21,503.49 ₹48,16,781.76 Lowest |
| 1.05 | Pile Integrity Test.
(Pile Integrity test using Low Strain Integrity testing method as per provision of IRC-78-2014, Appendix - 7 ,Part-2 and IS:14893 as per direction of Engineer -In-Charge.) Both Banks | 16 | Nos | 22,222.7 ₹3,55,563.2 | 22,111.31 ₹3,53,780.96 Lowest |
| 1.06 | Providing Steel liner 10 mm thick for curbs and 6 mm thick for Steining of wells/ piles including fabricating and steining out as per detailed drawing. (Using 10mm thick steel plain sheets) | 67.35 | Cum | 1,22,754.54 ₹82,67,518.27 | 1,22,139.23 ₹82,26,077.14 Lowest |
| 1.07 | Levelling Course for Pile cap. Proving and laying of PCC M15 levelling course 100mm thick below the pile cap. | 17.01 | Cum | 9,763.63 ₹1,66,079.35 | 9,714.69 ₹1,65,246.88 Lowest |
| 1.08 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification. RCC M35 | 285.12 | Cum | 12,607.38 ₹35,94,616.19 | 12,544.19 ₹35,76,599.45 Lowest |
| 1.09 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per Drawing and Technical Specifications | 73.07 | MT | 1,03,312.03 ₹75,49,010.03 | 1,02,794.18 ₹75,11,170.73 Lowest |
Tender Value
₹15.3 Cr
EMD Value
₹30.6 L
Closing Date
24 Jun 2026, 4:00 pmClosed
DPIU-II, RWD, Hayuliang
Office of the DPIU-II Rural Works Department, Hayuliang, Anjaw District, Arunachal Pradesh
Construction of Bridge across the Dalai River on the Road from Hayulaing Chaglagam BRO Road (Chipru) to Kalabro, Span-80.00m
2026_CEAR_148220_1
AR1602024A
Open Tender
Civil - Roads and Bridges
Item Rate
730 days
Bridge across the Dalai River
As per SBD
10 documents required · 10 mandatory
₹15,000
ARRDA, Itanagar
₹30.6 L
HAYULIANG
23 Jul 2026
10 Jun 2026
25 Jun 2026
10 Jun 2026
24 Jun 2026
10 Jun 2026
10 Jun 2026 - 24 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Foundation (Excavation for Structures) | |||||
| 1.01 | Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | - | - | - | - |
| 1.02 | (a) Mechanical means, Ordinary Soil | 4,988.91 | Cum | 100 | ₹4,98,891 |
| 1.03 | Ordinary rock not requiring blasting | 4,988.91 | Cum | 100 | ₹4,98,891 |
| 1.04 | Bored cast-in-situ M35 grade R C C Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earthwith all lifts and lead upto 1000 m. Ordinary Soil. Pile diameter - 1200 mm. P C C M35 | 224 | Metre | 100 | ₹22,400 |
| 1.05 | Pile Integrity Test.
(Pile Integrity test using Low Strain Integrity testing method as per provision of IRC-78-2014, Appendix - 7 ,Part-2 and IS:14893 as per direction of Engineer -In-Charge.) Both Banks | 16 | Nos | 100 | ₹1,600 |
| 1.06 | Providing Steel liner 10 mm thick for curbs and 6 mm thick for Steining of wells/ piles including fabricating and steining out as per detailed drawing. (Using 10mm thick steel plain sheets) | 67.35 | Cum | 100 | ₹6,735 |
| 1.07 | Levelling Course for Pile cap. Proving and laying of PCC M15 levelling course 100mm thick below the pile cap. | 17.01 | Cum | 100 | ₹1,701 |
| 1.08 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification. RCC M35 | 285.12 | Cum | 100 | ₹28,512 |
| 1.09 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per Drawing and Technical Specifications | 73.07 | MT | 100 | ₹7,307 |
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