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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.8 Cr+₹12.3 L (7.25%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹1.8 Cr+₹13.4 L (7.88%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | GIYASUDDIN SK L1 | M/S. SUMANA ENTERPRISE L3 | Mangal Chandi Shramik Thikadari Samabay Samity Ltd L2 |
|---|---|---|---|---|---|---|
| 1.00 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed 20 Cm av.diameter | 5,160 | Metre | 500 ₹25,80,000 Lowest | 555 ₹28,63,800 | 560 ₹28,89,600 |
| 2.00Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (v) 20 cm av. diameter 1) Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end. 2) For string staging under specific instruction of Engineer-in-charge or for driving from pontoon or boats, the rate will be enhanced by `4.00 per meter. 3) For driving done by pile engine set (without staging) under specific instruction of Engineer-in-charge, the rates will be enhanced by ` 4.00 per meter. 4) For driving done by pile engine set (with heavy staging or from specially made pontoon) under specific instruction of Engineer-incharge, the rates will be enhanced by 7.00 per metre. | ||||||
| 2.01 | Driving on land portion
Considering One row bullah and Achoring bullah on land portion | 2,216.5 | Metre | 150 ₹3,32,475 Lowest | 191 ₹4,23,351.5 | 160 ₹3,54,640 |
| 2.02 | Driving on Water portion (driving from pantoon or boat)
Considering One row bullah in water portion. | 1,976 | Metre | 148 ₹2,92,448 Lowest | 178 ₹3,51,728 | 155 ₹3,06,280 |
| 3.00 | Supplying fitting and fixxing with iton nails halh split bullah wailling pieces and croos pieces etc. complete with cost of all materials and carriage to site. Width of thinner end above 10 cm. and less than 15 cm. Jhaw / Eucalyptus. | 364 | Metre | 115 ₹41,860 Lowest | 151 ₹54,964 | 130 ₹47,320 |
| 4.00 | Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge Two Coat | 3,451 | Sqm | 61 ₹2,10,511 Lowest | 73 ₹2,51,923 | 70 ₹2,41,570 |
| 5.00 | Labour charges for dumping and placing in position properly filled in Nylon crates with filled in High-Density Polyethylene (HDPE) bags (minimum 21 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including the cost of hire charges of boat, boatmen and other necessary equipment’s and also including cost of bags, Nylon crates, carriage and charge of filling bags with earth/sand but excluding the cost of earth /sand as per direction of the Engineer – in – Charge.
NB: The volume of each earth/sand-filled bag should not be less than 0.0328 m3
The size of the Nylon crate is 1 metre X 1 metre X 1 metre.
(a) Where boats are not necessary | 9,103 | Each | 925 ₹84,20,275 Lowest | 950 ₹86,47,850 | 960 ₹87,38,880 |
| 6.00 | Supplying at site and laying in position UV stabilized needle punched, stapled fibre / continuous filament polypropylene non-woven geotextile of 300 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. | 3,164.44 | Sqm | 189 ₹5,98,079.16 Lowest | 200 ₹6,32,888 | 198 ₹6,26,559.12 |
| 7.00 | Supplying fitting and fixing and tied the bullah to each other by ROPE @ STEEL WIRE 5 MM PER METER (GI Guy rope 5 mm Steel core)) near the top and bottom thord portion of each Bullah and anchored into the Cannel bed and bank as necessary by using bullah with anchor bolt with clamp as per direction of the Engineer-in-Charge | 1,683.5 | Metre | 91 ₹1,53,198.5 Lowest | 94 ₹1,58,249 | 102 ₹1,71,717 |
| 8.00 | Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only). | 2,891.44 | Sqm | 35 ₹1,01,200.4 Lowest | 122 ₹3,52,755.68 | 118 ₹3,41,189.92 |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
17 Feb 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Feeder Canal Division, Farakka Barrage Project, Farakka
Bank protection measures in between RD 38.80 and RD 39.10 on the left bank of the Feeder Canal under Farakka Barrage Project (Reach -6).
2026_FBPF_897819_1
GM/FBP-34 of 2025-26
Open Tender
Civil Works
Works
120 days
Feeder Canal
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2.9 L
Yes
24 Apr 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed 20 Cm av.diameter | 5,160 | Metre | - | - |
| 2Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (v) 20 cm av. diameter 1) Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end. 2) For string staging under specific instruction of Engineer-in-charge or for driving from pontoon or boats, the rate will be enhanced by `4.00 per meter. 3) For driving done by pile engine set (without staging) under specific instruction of Engineer-in-charge, the rates will be enhanced by ` 4.00 per meter. 4) For driving done by pile engine set (with heavy staging or from specially made pontoon) under specific instruction of Engineer-incharge, the rates will be enhanced by 7.00 per metre. | |||||
| 2.01 | Driving on land portion
Considering One row bullah and Achoring bullah on land portion | 2,216.5 | Metre | - | - |
| 2.02 | Driving on Water portion (driving from pantoon or boat)
Considering One row bullah in water portion. | 1,976 | Metre | - | - |
| 3 | Supplying fitting and fixxing with iton nails halh split bullah wailling pieces and croos pieces etc. complete with cost of all materials and carriage to site. Width of thinner end above 10 cm. and less than 15 cm. Jhaw / Eucalyptus. | 364 | Metre | - | - |
| 4 | Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge Two Coat | 3,451 | Sqm | - | - |
| 5 | Labour charges for dumping and placing in position properly filled in Nylon crates with filled in High-Density Polyethylene (HDPE) bags (minimum 21 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including the cost of hire charges of boat, boatmen and other necessary equipment’s and also including cost of bags, Nylon crates, carriage and charge of filling bags with earth/sand but excluding the cost of earth /sand as per direction of the Engineer – in – Charge.
NB: The volume of each earth/sand-filled bag should not be less than 0.0328 m3
The size of the Nylon crate is 1 metre X 1 metre X 1 metre.
(a) Where boats are not necessary | 9,103 | Each | - | - |
| 6 | Supplying at site and laying in position UV stabilized needle punched, stapled fibre / continuous filament polypropylene non-woven geotextile of 300 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. | 3,164.44 | Sqm | - | - |
| 7 | Supplying fitting and fixing and tied the bullah to each other by ROPE @ STEEL WIRE 5 MM PER METER (GI Guy rope 5 mm Steel core)) near the top and bottom thord portion of each Bullah and anchored into the Cannel bed and bank as necessary by using bullah with anchor bolt with clamp as per direction of the Engineer-in-Charge | 1,683.5 | Metre | - | - |
| 8 | Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only). | 2,891.44 | Sqm | - | - |
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