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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance 1 DHANBAD L C ROAD HIRAPUR DHANBAD OPP BSS MAHILA COLLEGE DHANBAD JHARKHAND 826001 | DHANBAD | JHARKHAND | 826001 | L1 | Admitted-Finance | |
| 2 | L2₹3.4 Cr+₹4.8 L (1.41%)Admitted-Finance ADARSH NAGAR HIRAPUR DHANBAD | DHANBAD | DHANBAD | JHARKHAND | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | samrat communication L1 | M/s Daroga Pradhan L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. (BCD 5.1.1 | 217.69 | M3 | 150 ₹32,653.5 Lowest | 151 ₹32,871.19 |
| 2.00 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) 5.1.2 | 217.69 | M3 | 15 ₹3,265.35 Lowest | 15 ₹3,265.35 Lowest |
| 3.00 | 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.5.1.10 | 41.19 | M3 | 589 ₹24,260.91 Lowest | 589 ₹24,260.91 Lowest |
| 4.00 | Providing stone boulder soling in rock toe ,heeltrenches of the dam as per design drawing including the cost of mateirials ,royalty and all taxes etc but excluding the cost of carriage all complete job as per specification and direction of E/I. 6.4 part -A | 32.65 | M3 | 1,488 ₹48,583.2 Lowest | 1,491 ₹48,681.15 |
| 5.00 | Providing and laying P.C.C. Or R.C.C. M-150 with nominal mix of (1:2:4) in foundation of various component of canal or embankments structures with approved quality of 20 MM graded coarses aggregated of required grade (as per design) and approved quality of sand of requisit F.M. (2.5 to 3.0) washed and screened including necessory tools and plants, vibrating, curring royalty and all taxes etc. including cost of shuttering or form work and excluding cost of reinforcement, its cutting and bending, binding and placing complete job as per specification and direction of E/I. ( Vide Item No. 7.3.4, Part - B/ 5.3.1.2 BCD) | 80.42 | M3 | 4,598 ₹3,69,771.16 Lowest | 4,598 ₹3,69,771.16 Lowest |
| 6.00 | Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. 5.2.28 | 108.84 | M3 | 2,735 ₹2,97,677.4 Lowest | 2,739 ₹2,98,112.76 |
| 7.00 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. 5.2.31. | 108.84 | M3 | 2,900 ₹3,15,636 Lowest | 2,906 ₹3,16,289.04 |
| 8.00 | Providing weephole with dry graded stone filter 20 mm to 40 mminabutment and wing wall all complete job as per specification and direction E/I. (6.9 Part - A) | 26 | Nos. | 165 ₹4,290 Lowest | 166 ₹4,316 |
| 9.00 | Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. 5.7.12 | 118.96 | M2 | 253 ₹30,096.88 Lowest | 258 ₹30,691.68 |
| 10.00 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (5.1.8 | 64.56 | M3 | 128 ₹8,263.68 Lowest | 128 ₹8,263.68 Lowest |
Tender Value
₹3.5 Cr
EMD Value
₹3.5 L
Closing Date
25 May 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
MINOR IRRIGATION DIVISION DHANBAD
RENOVATION OF RAJA BANDH VILL- UDAYPUR PANCHAYAT -KHUSARI, BLOCK -NIRSA, DIST. - DHANBAD
2026_WRD_113945_1
DMFT/MIR/DHN/SBD-03/26-27,(2nd Call)
Open Tender
Civil Works
Item Rate
335 days
nirsa
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹3.5 L
9 Oct 2026
16 May 2026
28 May 2026
16 May 2026
25 May 2026
16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. (BCD 5.1.1 | 217.69 | M3 | 151.82 | ₹33,049.7 |
| - | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) 5.1.2 | 217.69 | M3 | 15.51 | ₹3,376.37 |
| - | 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.5.1.10 | 41.19 | M3 | 589.51 | ₹24,281.92 |
| - | Providing stone boulder soling in rock toe ,heeltrenches of the dam as per design drawing including the cost of mateirials ,royalty and all taxes etc but excluding the cost of carriage all complete job as per specification and direction of E/I. 6.4 part -A | 32.65 | M3 | 1,491.06 | ₹48,683.11 |
| - | Providing and laying P.C.C. Or R.C.C. M-150 with nominal mix of (1:2:4) in foundation of various component of canal or embankments structures with approved quality of 20 MM graded coarses aggregated of required grade (as per design) and approved quality of sand of requisit F.M. (2.5 to 3.0) washed and screened including necessory tools and plants, vibrating, curring royalty and all taxes etc. including cost of shuttering or form work and excluding cost of reinforcement, its cutting and bending, binding and placing complete job as per specification and direction of E/I. ( Vide Item No. 7.3.4, Part - B/ 5.3.1.2 BCD) | 80.42 | M3 | 4,598.23 | ₹3,69,789.66 |
| - | Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. 5.2.28 | 108.84 | M3 | 2,739.68 | ₹2,98,186.77 |
| - | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. 5.2.31. | - | M3 | 2,906.96 | - |
| - | Providing weephole with dry graded stone filter 20 mm to 40 mminabutment and wing wall all complete job as per specification and direction E/I. (6.9 Part - A) | 26 | Nos. | 166.46 | ₹4,327.96 |
| - | Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. 5.7.12 | 118.96 | M2 | 258.87 | ₹30,795.18 |
| - | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (5.1.8 | 64.56 | M3 | 128.88 | ₹8,320.49 |
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