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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.1 LAccepted-Finance | ₹15.1 L | 1 | Accepted-Finance L1 |
| 2 | 2₹17.3 L+₹2.2 L (14.9%)Rejected-Finance | ₹17.3 L+₹2.2 L (14.9%) | 2 | Rejected-Finance L2 |
| 3 | 3₹17.7 L+₹2.6 L (17.2%)Rejected-Finance | ₹17.7 L+₹2.6 L (17.2%) | 3 | Rejected-Finance L3 |
| 4 | 4₹17.7 L+₹2.6 L (17.5%)Rejected-Finance | ₹17.7 L+₹2.6 L (17.5%) | 4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Nn responsive due to mismatch |
Tender Value
₹21.0 L
EMD Value
₹41,960
Closing Date
21 Jul 2026, 4:00 pmClosed
Ex. Engineer PMGSY Budgam
Office of Ex. Engineer PMGSY Budgam Near SDH Chadoora
Permanent Restoration (SASCI-II) of works of PMGSY Budgam namely (a)MRL03-T03 KM 8TH to Tilsara, JK02-3018.(b) T02-T01 KM 8th to Karapora-Chirpora , package no. JK02-3020.(c) T01-Kanidajan to Nagam Package No JK02-3008
2026_KSRRD_148627_2
ENIT No.06/EE/PMGSY/B/E-TENDERING OF 2026-27 Dated 09-07-2026
Open Tender
Civil - Roads and Bridges
Percentage
60 days
Budgam
As per NIT
7 documents required · 7 mandatory
₹800
₹41,960
29 Jul 2026
9 Jul 2026
22 Jul 2026
9 Jul 2026
21 Jul 2026
9 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 |
|---|---|---|---|---|---|
| 1A)MRL03-T03 Km 8th to Tilsara, JK02-3018 | |||||
| 1.01 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shaftwells, 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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres | 206.55 | cum | 225.21 | ₹46,517.13 |
| 1.02 | Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) | 22.33 | cum | 1,614.65 | ₹36,055.13 |
| 1.03 | 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 16.75 | cum | 5,577.85 | ₹93,428.99 |
| 1.04 | 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 41.58 | cum | 6,329.85 | ₹2,63,195.16 |
| 1.05 | 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 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) | 3.08 | cum | 6,929.58 | ₹21,343.11 |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 184.8 | sqm | 251.07 | ₹46,397.74 |
| 2(B)T02-T01 Km 8th to Karapora-chirpora,JK02-3020 | |||||
| 2.01 | RWall:-Earth 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. | 22.82 | cum | 420.25 | ₹9,591.46 |
| 2.02 | Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) | 3.32 | cum | 1,614.65 | ₹5,357.41 |
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