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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.8 LAdmitted-Fee/PreQual/Technical/Finance | -0.50% | ₹20.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-The similar nature of work performance/experience certificate was not authenticated by the competent authority, as required under the NIT conditions |
Tender Value
₹20.9 L
EMD Value
₹41,868
Closing Date
10 Aug 2026, 4:00 pmClosed
EXECUTIVE ENGINEER RNB ELECTRIC DIVISION KASHMIR
RNB ELECTRIC DIVISION KASHMIR ENGINEERING COMPLEX RAJ BAGH
Construction of foundation for 02 High Mast Lights including Panel at General Bipin Rawat Stadium Baramulla
2026_PWDJK_317753_1
NIT No.93//2026-27 Dt/24/07/2026
Open Tender
Electrical Works
Percentage
35 days
Baramulla
Please refer Tender documents.
4 documents required · 4 mandatory
₹800
E
₹41,868
14 Aug 2026
24 Jul 2026
11 Aug 2026
24 Jul 2026
10 Aug 2026
24 Jul 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 excavation by mechanical means(Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m. | - | - | - | - |
| 2 | All soils 2x5.8x5.8x3.1 =208.57 cum | 208.57 | CUM | 256 | ₹53,393.92 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: | - | - | - | - |
| 4 | 1:4:8 mix 2x4x4x.1=3.2 cum | 3.2 | CUM | 5,202.9 | ₹16,649.28 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excludingthe cost of centering, shuttering, finishing andreinforcement - All work up to plinth level: | - | - | - | - |
| 6 | 1:1.5:3 mix (1.3*1.3*2.9)+(3.8*3.8*0.4))*2=21.35cum | 21.35 | CUM | 7,788.4 | ₹1,66,313.49 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition, and binding all complete upto plinth level. | - | - | - | - |
| 8 | aThermo-Mechanically Treated bars of gradeFe-500D or more.
12mm dia bars
T1=40No.s *3.535m=141.4m
T2=40No.s*3.94m=157.60m
T432No.s*3.94m=126.08m
Total length=425.08m @0.89Kgs/m=378.32Kgs (A)
8mm Dia Bars
T3=18No.s *4992m=89.85m
.39Kg/m=35.04Kgs (B)
for 2 High masts 2*413.36Kgs=826.72Kgs | 826.72 | Kg | 123.2 | ₹1,01,851.9 |
| 9 | Centering and shuttering including strutting,propping etc. and removal of form for : | - | - | - | - |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete
(1.3*2.9)*4+(0.4*3.8)*4)*2 | 42.32 | sqm | 286.35 | ₹12,118.33 |
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CorrigendumNit93.pdf
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AddendumNIT93.pdf
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