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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹1.5 L+₹4.47 (<0.01%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.5 L
EMD Value
₹3,000
Closing Date
5 Oct 2026, 5:00 pmClosed
EXECUTIVE ENGINEER REW KISHTWAR
HALL NO. 4 O/O EXECUTIVE ENGINEER REW KISHTWAR
Refer BOQ
2026_RDPR_326491_9
e-NIT No 126 of REW KISHTWAR 2026-27 Dated. 29.09.2026
Open Tender
Civil Works
Percentage
KISHTWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Rural Development and Panchayati Raj
₹3,000
13 Oct 2026
30 Sept 2026
6 Oct 2026
30 Sept 2026
5 Oct 2026
30 Sept 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 | Add CIB | 1 | Nos | 1,000 | ₹1,000 |
| 2 | 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 inculiding lead lift and carriage | 2.04 | CUM | 479.3 | ₹977.77 |
| 3 | R.R.Stone mass laid in cement sand motor (1;6) mix using nallah stone in found & plinth. | 2.8 | CUM | 5,402.9 | ₹15,128.12 |
| 4 | Super Structure with (1;6) masonary | 5.5 | CUM | 6,857.45 | ₹37,715.98 |
| 5 | Random Rubble stone masonry in dry | 5 | CUM | 2,793.5 | ₹13,967.5 |
| 6 | Filling of plinth with 50% stone boulders. | 1.46 | CUM | 300 | ₹438 |
| 7 | Providing wood work in frames of doors, windows, clerestory windows and
other frames, wrought framed and fixed in position with hold fast lugs or with
dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separ | 0.03 | SQM | 92,065.4 | ₹2,301.63 |
| 8 | centering and shuttering incling strutting propping etc and removal of form work | 6.18 | SQM | 286.35 | ₹1,769.64 |
| 9 | Reinforcement for RCC Work including straightning Cutting Bending & placing in 10mm dia | 80.2 | kg | 115.35 | ₹9,251.07 |
| 10 | P/ Laying RRC Slab (1:2:4) mix including curing but excluding cost of centering Shuttering etc. | 1 | CUM | 7,104.35 | ₹7,104.35 |
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