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Tender Value
₹89.8 Cr
EMD Value
₹50 L
Closing Date
12 Aug 2026, 5:00 pm3d left
SE/CTU
Central Tender Unit Jalasampad Bhawan, 8thFloor, Salt Lake, Kolkata-700091
Rehabilitation work of downstream of Tilpara Mihirlal Barrage within Block-Suri-I, P.S.- Suri, Dist. Birbhum
2026_IWD_982533_1
WBIW/CTU/CE(N)/e-NIT-25(e)/ 2025-26
Open Tender
CIVIL WORKS
Percentage
334 days
Tilpara Mihirlal Barrage
PLEASE REFFER TENDER DOCUMENT
6 documents required · 6 mandatory
₹50 L
Yes
Central Tender Unit Jalasampad Bhawan, 8thFloor, S
12 Aug 2026
5 Jan 2026
13 Aug 2026
5 Jan 2026
12 Aug 2026
5 Jan 2026
13 Jan 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 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
a) In ground floor including roof. (b) above 150 mm. thick. | 1 | Cum | 1,688.78 | ₹1,687.09 |
| 2 | Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(iii) Without pumping out water but including shoring as required | - | Cum | 137.06 | - |
| 3 | Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
b) 3 m to 6 m depth
(iii) Without pumping out water but including shoring as required | 1 | Cum | 176.39 | ₹176.21 |
| 4 | Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
c) Above 6 m depth
(iii) Without pumping out water but including shoring as required | 1 | Cum | 234.78 | ₹234.55 |
| 5 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
1. Labour rate per m³ is provided; Cost of sand is to be added to arrive at the complete item rate.
2. Compaction factor of dry clean sand is 0.835 | - | Cum | 740.99 | - |
| 6 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches | 1 | Sqm | 28.6 | ₹28.57 |
| 7 | I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion | - | Cum | 4,892.97 | - |
| 8 | Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
F) RCC Grade M30 II) With Batching Plant, Transit Mixer and Concrete Pump | - | Cum | 6,391.82 | - |
| 9 | Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. | 1 | TONNE | 72,305.51 | ₹72,233.2 |
| 10 | Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.
F RCC Grade M30
(i) Height upto 5m
II) With Batching Plant, Transit Mixer and Concrete Pump | 1 | Cum | 6,757.7 | ₹6,750.94 |
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DRAWING.pdf
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BOQ_2396646.xls
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22NDCORRITIMEEXTENSION_0001.pdf
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20THCORRITIMEEXTENSION_0001.pdf
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