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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | ₹9.3 L | L1 | Accepted-AOC DUE TO L1 |
| 2 | Rejected-Technical ASANI KHURD TAPEJ CHATRA JHARKHAND | CHATRA | JHARKHAND | 825103 | - | - | Rejected-Technical Not Responsive for Technical Bid |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Responsive for Technical Bid |
| 4 | Rejected-Technical RANCHI JHARKHAND | BOKARO | JHARKHAND | 825102 | - | - | Rejected-Technical Not Responsive for Technical Bid |
Tender Value
₹15.5 L
EMD Value
₹31,500
Closing Date
21 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
MINOR IRRIGATION DIVISION CHATRA
Renovation of Chelwa Ahar, Village- Kadlaga, GP.-Damdoeya, Block-Chatra, Dist.-Chatra. (Gr.No.-05)
2026_WRD_112778_1
DMFT/MID/CHATRA/F2-12/2025-26
Open Tender
Civil Works
Percentage
Kadlaga
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹31,500
22 Jun 2026
13 Apr 2026
23 Apr 2026
13 Apr 2026
21 Apr 2026
13 Apr 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 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 10 m with all lifts all complete as per specification and direction of E/I. | - | Ha | - | - |
| 2 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. | - | M3 | - | - |
| 3 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I. | 1 | M3 | - | - |
| 4 | Earth work in excavation in foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebles and boulders upto 300mm size and disposal of of the same (beyond 50 m away from the toe of dam in the country side) within initial lead of 150m and initial lift of 1.5m as per direction and specification of E/l. | 1 | M3 | - | - |
| 5 | Providing brick flat soling with designation 75A bricks, joints filled with coarse sand of approved quality including royalty and all taxes, all complete job as per specification and direction of E/I. | - | M3 | - | - |
| 6 | Supplying 300mm dia NP2 hume pipe with collors in line, level and grade as per IS 458-1971 all complete. | - | M2 | - | - |
| 7 | Labour for laying, fitting and fixing 300mm dia NP2 hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. | - | M | - | - |
| 8 | Providing shuttering including structing, propping etc. and its removal after use in foundation as per specification and direction of E/I. | - | M | - | - |
| 9 | Earth work in excavation in foundation trenches in hard soil (vide classification of soil item-A+B) and disposal of excavated earth as obtained to a distance up to 50M including all lifts with leveling, all complete as per approved design, specification and direction of E/I. | 1 | M2 | - | - |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to Plinth Level 1:2:4 (1 cement : 2 coarse sand (zone -III) : 4 graded stone aggregate 20 mm nominal size ) | - | M3 | - | - |
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BOQ_152313.xls
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SPECIAL_CONDITIONS.pdf
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