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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹31.7 LAccepted-AOC | ₹31.7 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹33.9 LRejected-Finance | ₹33.9 L | L-2 | Rejected-Finance Not L-1 |
| 3 | L-3₹65.5 LRejected-Finance | ₹65.5 L | L-3 | Rejected-Finance Not L-1 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Refer Part 1 evaluation report |
| Sl No | Description | Qty | Unit | SS Contractors L3 | M/S ARPITA ENGINEERS L1 | M/S S L G CONTRACTOR L2 |
|---|---|---|---|---|---|---|
| 1.00Schedule-1: Civil Works | ||||||
| 1.01 | Earthing & Excavation Work: Earth work in excavation by mechanical means (Hydraulic excavator/ manual means) over areas ( 600 mm in depth, 1000 mm in width) including getting out and disposal of excavated earth lead upto 100 m and lift upto 1.5 m, as per specifications and directions of Engineer in charge. | 500 | CuM | 250 ₹1.3 L | 400 ₹2 L | 300 ₹1.5 L |
| 1.02 | Backfilling work: Filling available excavated earth (excluding rock) in layers not exceeding 200 mm in depth: consolidating each deposited layer by rolling, ramming and watering. | 500 | CuM | 250 ₹1.3 L | 400 ₹2 L | 230 ₹1.1 L |
| 1.03 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | 5 | Nos. | 15,000 ₹75,000 | 12,000 ₹60,000 | 12,000 ₹60,000 |
| 2.00Schedule-2: Mechanical works Supply,erection, alignment of heavy duty carbon steel pipe (CS ERW) & fittings ( ie. tees, elbows, reducers, flanges etc) ) as per IS 1239, including hydro testing of complete circuit as per specifications and direction of EIC. (Details as per sec-V). | ||||||
| 2.01 | 150 mm dia, Bevel Ends | 50 | Meter | 4,500 ₹2.3 L | 2,000 ₹1 L | 4,900 ₹2.5 L |
| 2.02 | 100 mm dia, Bevel Ends | 200 | Meter | 4,200 ₹8.4 L | 1,500 ₹3 L | 2,700 ₹5.4 L |
| 2.03 | 80 mm dia, Bevel Ends | 300 | Meter | 4,000 ₹12 L | 1,000 ₹3 L | 2,500 ₹7.5 L |
| 3.00Erection, alignment and hydro testing of heavy grade carbon steel pipes provided as FIM by NPCIL as per specifications and direction of EIC.(Details as per sec-V). | ||||||
| 3.01 | 80 NB Pipe | 100 | Meter | 2,000 ₹2 L | 600 ₹60,000 | 100 ₹10,000 |
Updated dates
Tender Value
₹37.4 L
EMD Value
₹74,799
Closing Date
3 Nov 2025, 5:00 pmClosed
Project Engineer
GHAVP Site
Extension, rerouting and laying of Construction Water Supply System and other Misc. Works at GHAVP site
2025_NPCIL_251391_1
NPCIL/GHAVP/CTC/2025/PT-277
Open Tender
Pipe Laying Works
330 days
GHAVP Site
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹74,799
CTC office, GHAVP Site
28 Jan 2026
8 Oct 2025
6 Nov 2025
8 Oct 2025
3 Nov 2025
18 Oct 2025
8 Oct 2025 - 14 Oct 2025
15 Oct 2025
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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