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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹78.5 LAdmitted-Fee/PreQual/Technical/Finance | -43.99% | ₹78.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹83.9 L+₹5.4 L (6.91%)Admitted-Fee/PreQual/Technical/Finance | -40.12% | ₹83.9 L+₹5.4 L (6.91%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹84.1 L+₹5.6 L (7.11%)Admitted-Fee/PreQual/Technical/Finance | -40.01% | ₹84.1 L+₹5.6 L (7.11%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹86.7 L+₹8.2 L (10.5%)Admitted-Fee/PreQual/Technical/Finance | -38.11% | ₹86.7 L+₹8.2 L (10.5%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹89.5 L+₹11.0 L (14.1%)Admitted-Fee/PreQual/Technical/Finance | -36.11% | ₹89.5 L+₹11.0 L (14.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
4 May 2026, 4:00 pmClosed
Executive Engineer RnB Division Budgam
Engineering Complex Budgam
Construction of 02 culverts at Lanikanal Bridge near Nushgam Shuroo Khul
2026_PWDJK_308246_1
NIT_No_06_DB_2026-27
Open Tender
Civil Works
Percentage
365 days
Nusgam Khansahib
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,600
Executive Engineer RnB Division Budgam
₹2.8 L
8 May 2026
20 Apr 2026
5 May 2026
20 Apr 2026
4 May 2026
20 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 |
|---|---|---|---|---|---|
| 1Site Clearance including Cutting of Tress, Making access, Dismtling. Setting out etc | |||||
| 2Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | |||||
| 3Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | |||||
| 4Banking excavated earth in layers not exceeding 20cm in depth, breaking clods,watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: | |||||
| 5Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: | |||||
| 6Providing and laying of hand packed stone boulder (size 150mm-230mm) before laying of PCC compacted consolidated rammed filling the voids compacting all complete carriage upto site of work all head loads complete job. | |||||
| 7Providing 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) | |||||
| 8Providing 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 | |||||
| 9Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement,1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 10Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement, 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
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