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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 CrAccepted-Finance | ₹9.7 Cr | L1 | Accepted-Finance As per evaluation generated by the eprocurement site Arunachaltenders.co.in |
| 2 | L2₹9.7 CrAccepted-Finance | ₹9.7 Cr | L2 | Accepted-Finance As per evaluation generated by the eprocurement site Arunachaltenders.co.in |
| Sl No | Description | Qty | Unit | M/S J J ENTERPRISES L1 | M/s J G ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00SH:I-FOUNDATION | |||||
| 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
Ordinary Soil (Mechanical means)
Depth 3 m to 6 m (with de-watering) | 261.12 | cum | 336.49 ₹87,864.27 | 336.49 ₹87,864.27 |
| 1.02 | Ordinary Rock (Mechanical means)
Depth 3 m (with de-watering) | 108.8 | cum | 138.99 ₹15,122.11 | 138.99 ₹15,122.11 |
| 1.03 | Hard Rock (Requiring blasting)
(Mannual means)
With de-watering | 65.28 | cum | 982.3 ₹64,124.54 | 982.3 ₹64,124.54 |
| 1.04 | Bored cast-in-situ M35 Grade RCC pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000m
Pile diameter - 1200 mm | 240 | Mtr | 25,271.24 ₹60.7 L | 25,271.24 ₹60.7 L |
| 1.05 | Providing Steel Liner 10mm thick for curbs and 6 mm thick for steining of wells including fabricating and setting out as per Detailed Drawing | 71.65 | Mtr | 1,17,400.53 ₹84.1 L | 1,17,400.53 ₹84.1 L |
| 1.06 | 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 | 64,790 ₹10.4 L | 64,790 ₹10.4 L |
| 1.07 | Levelling Course for Pile cap
Proving and laying of PCC M15 levelling course 100mm thick below the pile cap. | 34.82 | cum | 9,416.5 ₹3.3 L | 9,416.5 ₹3.3 L |
| 1.08 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification
RCC Grade 30
Using concrete mixer. | 285.12 | cum | 11,608.91 ₹33.1 L | 11,608.91 ₹33.1 L |
| 1.09 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications | 75.99 | MT | 1,25,438.12 ₹95.3 L | 1,25,438.12 ₹95.3 L |
Tender Value
₹9.7 Cr
EMD Value
₹9.7 L
Closing Date
27 Mar 2026, 11:50 amClosed
Executive Engineer, Sangram division, PWD, A.P.
O/o Executive Engineer, Sangram Division, PWD, A.P. Kurung Kumey District.
C/o steel Arch Bridge (75m Span ) over Kidding River at Nyapin ADC HQ, Kurunq Kumey under CMCSRDP-Il
2026_PWDAP_3197_1
SGMD/e-NIT/W-44/2025-26/14
Open Tender
Civil Works - Bridges
730 days
Kidding Kurung Kumey District, A.P.
EMD and Tender Fee
6 documents required · 6 mandatory
₹10,000
Executive Engineer, Sangram Division, PWD
₹9.7 L
Yes
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
20 Mar 2026 - 25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1SH:I-FOUNDATION | ||||||
| 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
Ordinary Soil (Mechanical means)
Depth 3 m to 6 m (with de-watering) | - | cum | - | - | itemH1Code1 |
| 1.02 | Ordinary Rock (Mechanical means)
Depth 3 m (with de-watering) | 1 | cum | - | - | code1.02 |
| 1.03 | Hard Rock (Requiring blasting)
(Mannual means)
With de-watering | - | cum | - | - | itemH1Code2 |
| 1.04 | Bored cast-in-situ M35 Grade RCC pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000m
Pile diameter - 1200 mm | - | Mtr | - | - | itemH1Code3 |
| 1.05 | Providing Steel Liner 10mm thick for curbs and 6 mm thick for steining of wells including fabricating and setting out as per Detailed Drawing | - | Mtr | - | - | itemH1Code4 |
| 1.06 | 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 | - | Nos | - | - | itemH1Code5 |
| 1.07 | Levelling Course for Pile cap
Proving and laying of PCC M15 levelling course 100mm thick below the pile cap. | - | cum | - | - | itemH1Code6 |
| 1.08 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification
RCC Grade 30
Using concrete mixer. | - | cum | - | - | itemH1Code7 |
| 1.09 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications | 1 | MT | - | - | itemH1Code8 |
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