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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | -48.81% | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 CrAdmitted-Finance | -35.55% | ₹3.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.5 CrAdmitted-Finance | -33.99% | ₹3.5 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.6 CrAdmitted-Finance R O BOGDANG | -31.99% | ₹3.6 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.7 CrAdmitted-Finance | -30.00% | ₹3.7 Cr | L5 | Admitted-Finance |
Tender Value
₹5.3 Cr
EMD Value
₹10.5 L
Closing Date
2 May 2026, 4:00 pmClosed
Executive Engineer I-FC Division Kargil
Executive Engineer I-FC Division Kargil
Construction of percolation tank at Shashi Lake Sandoo
2026_PWD_18731_1
e-Tender 01 of 2026-27/INFC Kargil
Open Tender
Civil Works - Canal
730 days
Kargil
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,270
Payable To Executive Engineer I-FC Division Kargil
₹10.5 L
30 Jun 2026
7 Apr 2026
4 May 2026
7 Apr 2026
2 May 2026
8 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m | |||||
| 1.01 | All Kind of Soil 70% | - | Cum | - | - |
| 1.02 | Ordinary Rock 30% | - | Cum | - | - |
| 2Providing and laying boulders of size 75 mm to 100 mm, including cost of boulders, carriage from approved source to site of work, hand-packing to required slope and grade, filling interstices with smaller stones, ramming and watering to proper compaction, with initial lead of 5km, lifts, and incidental charges complete, including all applicable taxes. complete work in all respects as per the directions of the Engineer-in-Charge. | |||||
| 3Providing and laying crushed stone aggregates of size 40 mm to 60 mm in HDPE geocell, including spreading over prepared surface, fixing and anchoring as per manufacturer’s specifications, filling cells with specified aggregates, ramming and compaction to required grade and camber, with initial lead of 5km, lifts, and carriage of material from approved source, complete in all respects including cost of aggregates, labour, equipment, and all applicable taxes as per the direction of the Engineer-in-Charge. | |||||
| 4Providing and laying stone fill of size 25 mm to 40 mm, including cost of material, carriage, spreading, hand-packing, filling voids with smaller stones, watering, ramming/compacting, and dressing to required grade, complete with with initial lead of 5km, lifts, and taxes as directed by the Engineer-in-Charge. | |||||
| 5Excavating, supplying and filling of local infill material (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | |||||
| 6Excavating, supplying and filling of local avaliable good earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | |||||
| 7Supply, fixing, laying, and fitting, complete in all respects, including the cost of all tools, labour, installation, and allied items, to be executed as per specifications and to the full satisfaction and directions of the Site-in-Charge Engineer, ensuring completion of the work in every respect for HDPE Geocell, 200 mm deep, having density greater than 0.935 g/cm3 with multitude rhomboidal indentations, textured & perforated with horizontal rows of maximum 10mm dia holes. Performations within each row shall be 19mm on center. The quantity of perforations shall remove + /- 17% of cell wall area having 200 mm cell depth with minimum sheet thickness of 1.20 mm & having yield strength of 18 kN/n1. to complete the job as oer drawing & direction of Engineer-In-Charge incl. Labour Charges for carrying, transporting, laying, fixing & filling of HDPE Geocell 200 mm thick including acessories and equiomment as per Instruction of Engineering Incharge. complete job. | |||||
| 8Supply, fixing, laying, and fitting, complete in all respects, including the cost of all tools, labour, installation, and allied items, to be executed as per specifications and to the full satisfaction and directions of the Site-in-Charge Engineer, ensuring completion of the work in every respect for non-woven Geo-textile fabric sheets of 300 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653: 2017 (i) Wide Tensile strength (MD) ≥15KN/m & Wide Tensile strength (CD) ≥15KN/m (ii) Elongation (MD) ≥50% & Elongation (CD) ≥50% (iii) Abrasion ≥95% (iv) Trapezoidal Tear Strength (MD) ≥340 N & Trapezoidal Tear Strength (CD) ≥340 N (v) CBR Puncture strength ≥3000 N (vi) Permittivity ≥1.25 s-1 (vii)Permeability ≥60l/m2/sec (viii)AOS ≤75micron (ix)UV Resistance @500 hours retained Tensile strength (MD) & (CD) ≥80% (x) Mass ≥ 300gm/m² (xi)Thickness at 2KPa ≥3mm.including all handling and carriage charge complete as directed.complete job. | |||||
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tech_eval.pdf
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ShashiLakeSBD.pdf
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BOQ_44815.xls
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Corrigem.pdf
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Corrigendum_01.pdf
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