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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹89.9 LAccepted-AOC | ₹89.9 L | L-1 | Accepted-AOC As per approval of competent authority. |
| 2 | L-2₹99.3 L+₹9.5 L (10.5%)Rejected-Finance GROUND FLOOR ANSHUL BHATTI SAINJ SAINJ KULLU HIMACHAL PRADESH 175134 | KULLU | HIMACHAL PRADESH | 175134 | ₹99.3 L+₹9.5 L (10.5%) | L-2 | Rejected-Finance As per approval of competent authority. |
| 3 | L-3₹1.1 Cr+₹17.5 L (19.5%)Rejected-Finance 3341 OLD S S B I BUILDING VPO SAINJ TEHSIL SAINJ DISTRICT KULLU HP 175134 | SAINJ | KULLU | HIMACHAL PRADESH | 175134 | ₹1.1 Cr+₹17.5 L (19.5%) | L-3 | Rejected-Finance As per approval of competent authority. |
| 4 | L-4₹1.1 Cr+₹19.7 L (22.0%)Rejected-Finance | ₹1.1 Cr+₹19.7 L (22.0%) | L-4 | Rejected-Finance As per approval of competent authority. |
| 5 | l-5₹1.2 Cr+₹32.6 L (36.2%)Rejected-Finance HOUSE NO 10 GROUND FLOOR NEAR GREEN FIELD SCHOOL MOHINI ROAD DALANWALA DEHRADUN UTTARANCHAL 248001 | DEHRADUN | UTTARAKHAND | 248001 | ₹1.2 Cr+₹32.6 L (36.2%) | l-5 | Rejected-Finance As per approval of competent authority. |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
2 Jun 2026, 6:55 pmClosed
Group Senior Manager, PnC
PnC Division,Parbati Complex,Parbati-II H.E.Project, Nagwain, Distt.-Mandi, H.P.-175121
Protection work of right bank of Jiwa Nallah along EnM Stores after damages occurred due to incident of Cloud brust on dated-25.06.2025 near Power House of Parbati-H.E. Project (Stage-II)(Package No-C-866)
2026_NHPC_909075_1
NH/PP-II/PnC/Pkg. No. C-866/2026
Open Tender
Civil Works - Others
Works
90 days
Power House Civil, Sainj, Parbati HEP, Stage-II
Please refer tender document.
7 documents required · 7 mandatory
₹1,180
NHPC Ltd
₹3.4 L
Yes
1 Aug 2026
18 May 2026
8 Jun 2026
18 May 2026
2 Jun 2026
18 May 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock | 6,058 | Cum | 261.96 | ₹15,86,953.68 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 20 mm nominal size) | 194.04 | Cum | 6,376.65 | ₹12,37,325.17 |
| 3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size). | 517.44 | Cum | 7,375.83 | ₹38,16,549.48 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 119.58 | Sqm | 241.25 | ₹28,848.68 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | Sqm | 458.26 | ₹457.8 |
| 6 | Providing and Fixing PVC pipe of 100mm dia in Weep Holes @ 1.0m c/c both ways | 234 | Mtr | 247.23 | ₹57,851.82 |
| 7 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-Charge. | 2,352 | Cum | 3,742.17 | ₹88,01,583.84 |
| 8 | Carriage of Material (Excavated Rock) by Mechanical Transport including loading, unloading and stacking (Upto 1.0 Km). | 6,058 | Cum | 197.53 | ₹11,96,636.74 |
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