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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹20.0 L+₹55,853.36 (2.87%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹22.3 L+₹2.8 L (14.4%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹36.0 L
EMD Value
₹72,020
Closing Date
1 Jul 2026, 4:00 pmClosed
as per the nit
AS PER THE NIT
Construction of Retaining Wall / Chanin Link fencing Damaged due to Overturning of Tree on Backside of Kashmir Govt. Polytechnic Srinagar.
2026_PWDJK_313350_1
NIT NO 30/RNB/RAJ OF 2026-27 DATED 23/06/2026
Open Tender
Civil Works
Percentage
45 days
SRINAGAR
AS PER THE NIT
2 documents required · 2 mandatory
₹1,100
Yes
AS PER THE NIT
₹72,020
Yes
2 Jul 2026
23 Jun 2026
2 Jul 2026
24 Jun 2026
1 Jul 2026
24 Jun 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 | Earth 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 : | 224.4 | Cum | - | - |
| 2 | P/L stone soling (Hand packed) in trenches incl. ramming, dressing watering etc. incl. all leads, lifts and carriage upto site of work complete. | 16.5 | Cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutttering. All work upto plinth level 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size (crushed) | 15.67 | Cum | - | - |
| 4 | P/L in position specified grade of reinforced cement concrete excld. the cost of centering, shuttering, finishing and reinforcement -All work upto plinth level in 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone agg. 20mm nominal size). | 57.2 | Cum | - | - |
| 5 | Reinforced 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) | 55 | Cum | - | - |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 13,464 | Kg | - | - |
| 7Centering and shuttering including strutting, propping etc. and removal of form work for | |||||
| 7.01 | Foundations, footings, bases of columns etc. for mass concrete. | 18 | Sqm | - | - |
| 7.02 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc | 225 | Sqm | - | - |
| 8 | Providing and laying stone boulder for backfilling using boulders/ stones duly hand packed compacted to proper line complete in all respects including carriage of material from approved source to site, all leads, lifts, loading, unloading complete as per the directions of EIC at site complete. | 66 | Cum | - | - |
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