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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC PAPU NALLAH P O P S NAHARLAGUN DISTRICT PAPUM PARE ARUNACHAL PRADESH 791 110 | NAHARLAGUN | PAPUM PARE | ARUNACHAL PRADESH | 791110 | ₹6.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.7 LRejected-Finance | ₹6.7 L | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹7.2 LRejected-Finance | ₹7.2 L | L3 | Rejected-Finance L3 Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Same IP Address as Y S Enterprise |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically non responsive |
| Sl No | Description | Qty | Unit | M/s. Y.M. Enterprise L3 | M/S YANGTE RATE ENTERPRISES L1 | KULI ENGINEERING LLP L2 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15 cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m. b) Hard soil | 28 | Sqm | 21.7 ₹607.60 | 150 ₹4,200 | 18.01 ₹504.28 |
| 2.00 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. b) Hard Soil | 20.25 | Cum | 268.7 ₹5,441.18 | 225 ₹4,556.25 | 223.02 ₹4,516.16 |
| 3.00 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering. | 1.28 | Cum | 4,900 ₹6,254.85 | 8,000 ₹10,212 | 4,928.79 ₹6,291.60 |
| 4.00 | Centring and shuttering including strutting propping etc. and removal of form work for: (a) Foundations and plinth. | 5.5 | Sqm | 471.8 ₹2,596.32 | 350 ₹1,926.05 | 391.59 ₹2,154.92 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering an shuttering – All work up to plinth level : (a) 1: 1½:3 (1 Cement: 1½ coarse sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 11.44 | Cum | 7,023.5 ₹80,320.75 | 9,500 ₹1.1 L | 7,489.42 ₹85,649.01 |
| 6.00 | Providing and fixing bolts up to 300 mm in length including nuts and washers complete | 0.18 | Quintal | 20,301 ₹3,584.02 | 15,000 ₹2,648.16 | 16,849.83 ₹2,974.74 |
| 7.00 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. C) In Flats up to 10 mm in thickness | 5.25 | Quintal | 9,100 ₹47,798.11 | 12,500 ₹65,656.75 | 8,842.07 ₹46,443.33 |
| 8.00 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. C) In Tees, Angles and Channels | 35.14 | Quintal | 11,200 ₹3.9 L | 8,000 ₹2.8 L | 9,591.98 ₹3.4 L |
| 9.00 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. A) In RS Joists | 5.63 | Quintal | 11,000.8 ₹61,945.50 | 7,000 ₹39,417 | 9,422.99 ₹53,060.86 |
| 10.00 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. A) External work iv) 32 mm nominal outer dia Pipes | 125 | Mtr | 710 ₹88,750 | 690 ₹86,250 | 773.48 ₹96,685 |
Tender Value
₹8.0 L
EMD Value
₹16,000
Closing Date
12 Feb 2026, 3:00 pmClosed
Group Senior Manager (E/PnC)
Siang Lower HE Project, Pasighat.
Construction of Steel water tank retaining Structure for G plus 1 in Siang Lower Project at Pasighat.
2026_NHPC_896006_1
NH/SIANGLOWER/NIT/2026/01
Open Tender
Civil Works
90 days
Siang Lower HE Project, Pasighat.
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
NHPC Limited
₹16,000
Yes
8 Apr 2026
29 Jan 2026
17 Feb 2026
29 Jan 2026
12 Feb 2026
29 Jan 2026
Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15 cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m. b) Hard soil
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. b) Hard Soil
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering.
Centring and shuttering including strutting propping etc. and removal of form work for: (a) Foundations and plinth.
Providing and laying in position cement concrete of specified grade excluding the cost of centering an shuttering – All work up to plinth level : (a) 1: 1½:3 (1 Cement: 1½ coarse sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and fixing bolts up to 300 mm in length including nuts and washers complete
Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. C) In Flats up to 10 mm in thickness
Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. C) In Tees, Angles and Channels
Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. A) In RS Joists
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. A) External work iv) 32 mm nominal outer dia Pipes
Reinforcement of RCC work including bending, binding and placing in position complete. B) Tar/TMT steel
Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum/ Lime / Shingle / Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads.
Loading and Unloading of Cement / Steel / Structural / RC Pipe /Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.
Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road
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