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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance C O GUPESHWAR BATA VILL KARAIKELA POST KARAIKELA DIST WEST SINGHBHUM JHARKHAND PIN 833102 | SARAIKELA KHARSAWAN | JHARKHAND | 833102 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹19.9 L
EMD Value
₹40,000
Closing Date
28 Mar 2026, 5:00 pmClosed
EXECUTIVE ENGINEER, WATER WAYS DIV NO 1 CKP
O/o EXECUTIVE ENGINEER, WATER WAYS DIVISION NO 1 CHAKRADHARPUR, WEST SINGHBHUM, JHARKHAND, INDIA
01/WRD/WWDNO1/CKP/F2-01/25-26 Dismantling of Old Pipe Culvert at km. 3.1 and Construction of New SLR Bridge at km. 3.2 of Sonua Main Canal Under Sonua weir irrigation scheme.
2026_WRD_110957_1
01/WRD/WWDNO1/CKP/F2-01/25-26
Open Tender
Civil Works - Bridges
120 days
SONUA
AS PER NIT AND F2 TERMS AND CONDITIONS
2 documents required · 2 mandatory
₹5,000
₹40,000
30 Mar 2026
20 Mar 2026
30 Mar 2026
20 Mar 2026
28 Mar 2026
20 Mar 2026
20 Mar 2026 - 28 Mar 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling of existing structure like culvert , bridge, retaining wall and other structure comprising of masonary, cement concrete, wood work, steel work including T and P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and serviceable material with all lifts and lead of 1000m. | 1 | M3 | 1 | ₹1 | Item2 |
| 2Removing all type H.P. and stacking within a lead of 1000m including earthwork and masonary works. Upto 600mm dia. | ||||||
| 3Earth work in excavation of foundation trenches in ordinary soil (vide classification ofsoil item ‐A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of1.5M including leveling, ramming the foundation trenches removing the roots or shurbs etc.all complete as per specification and direction of E/I. | ||||||
| 4 | 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 | - | - | Item173 |
| 5 | Providing and laying P.C.C or R.C.C. M100 with nominal mix of (1:3:6 )in foundationof various components of canal or embankment structure with approved quality of 40 mm graded coarse aggregate of required grade ( as per design ) and approved quality of sand of requisite F.M ( 2.5 3.0 ) washed and screened including necessary tools and plants vibrating, curing, royality and all taxes etc. excluding cost of form work as well as reinforcement its cutting bending binding and placing complete job as per specification & direction of E / I . | 1 | M3 | - | - | Item174 |
| 6 | Providing P.C.C. or R.C.C M-150 with nominal mix of (1:2:4) in superstructure of various component of canal or embankment structure with approved quality of 20mm graded coarse aggregate of required grade (as per design) approved quality of sand ofrequisite F.M.(2.5‐3.0) washed and screened but including necessary tools and plant ,vibrating,curing,royality and all taxes etc excluding cost of form work as well as reinforcement its cutting bending binding andplacing complete job as per specification and direction of E/I. | 1 | M3 | - | - | Item177 |
| 7Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3 )in foundation of of various components of canal or embankment structure with approved quality of 40 mm graded coarse aggregate of required grade ( as per design ) and approved quality of sand of requisite F.M ( 2.5-3.0 ) washed and screened but including necessary tools and plants vibrating, curing, royality and all taxes etc. excluding cost of form work as well as reinforcement its cutting bending binding and placing complete job as per specification & direction of E / I . | ||||||
| 8Providing P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3) in superstructure of various component of canal or embankment structure with approved quality of 20mm graded coarse aggregate of required grade (as per design ) approved quality of sand ofrequisite F.M.(2.5‐3.0) washed and screened but includingnecessary tools and plant ,vibrating,curing,royality and all taxes etc excluding cost of form work as well as reinforcement its cutting bending binding and placing complete job as per specification and direction of E/I. | ||||||
| 9Supplying, fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per and direction of E/I. | ||||||
| 10Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I . | ||||||
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