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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.2 LAdmitted-Finance | -37.37% | ₹15.2 L | L1 | Admitted-Finance |
| 2 | L2₹15.8 L+₹57,658.59 (3.78%)Admitted-Finance | -35.00% | ₹15.8 L+₹57,658.59 (3.78%) | L2 | Admitted-Finance |
| 3 | L3₹16.1 L+₹81,987.11 (5.38%)Admitted-Finance | -34.00% | ₹16.1 L+₹81,987.11 (5.38%) | L3 | Admitted-Finance |
| 4 | L4₹16.4 L+₹1.1 L (7.36%)Admitted-Finance R O BAGHJOGI LANKER RAINAWARI SRINAGAR | -32.76% | ₹16.4 L+₹1.1 L (7.36%) | L4 | Admitted-Finance |
| 5 | L5₹16.7 L+₹1.4 L (9.37%)Admitted-Finance | -31.50% | ₹16.7 L+₹1.4 L (9.37%) | L5 | Admitted-Finance |
Tender Value
₹24.3 L
EMD Value
₹73,000
Closing Date
19 Jan 2026, 3:00 pmClosed
ER FAYAZ AHMAD BHAT (EXEN JS PHE RWSD GBL/SGR)
OFFICE OF THE EXEN JS PHE RWSD GBL/SGR
Improvements of already constructed road under AMRUT 2.0 by way of construction of retaining walls along the sides at different vulnerable places for WSS Ganderbal Town Phase 2nd UT CAPEX
2026_PHE_299815_1
E NIT NO 36 OF 2025-26
Open Tender
Civil Works - Water Works
Percentage
45 days
JS PHE RWS S/D GBL
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EXEN JS PHE RWSD GBL/SGR
₹73,000
22 Jan 2026
3 Jan 2026
20 Jan 2026
3 Jan 2026
19 Jan 2026
3 Jan 2026
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge
Ordinary Rock
Providing / laying of stone soling including ramming, dressing & watering in foundation etc. including cost of stones but exculding carriage
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Providing weepholes concrete retaining wall, return wall with 100mm dia PVC pipe extending through the full width of the wall with slope of 1:20 towards front face complete as per engineer incharge.
Centering and shuttering including strutting, propping etc. and removal of form for:
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wire crates
Providing and fixing of wooven knitted wire crates including all carriages, complete
Supply of binding wire for fixing of knitted wire crates including all carriages, complete
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Carriage of materials from divisional store/ source upto dumping / actual site of work including loading, unloading, stacking etc. complete by Mechanical transport.
Cement for an avg. lead of 10 Kms
Sand for an avg. lead of 15 Kms
40mm Agg. for an avg. lead of 15 Kms
Stone soling for an avg. lead of 15 Kms
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