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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹6.9 L+₹57,436.80 (9.02%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹7.1 L+₹73,308.80 (11.5%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹8.4 L+₹2.1 L (32.4%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹9.9 L
EMD Value
₹19,840
Closing Date
14 Jul 2026, 6:00 pmClosed
EXEN REW SRINAGAR
OFFICE OF THE EXECUTIVE ENGINEER REW SRG
Construction of Boundary wall (Remaining Portion ) at Panchayat Ghar Balhama-B
2026_RDPR_314428_3
ENIT06/REW SGR 2026-27
Open Tender
Civil Works
Percentage
SRINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹700
Rural Development and Panchayati Raj
₹19,840
Yes
15 Jul 2026
4 Jul 2026
15 Jul 2026
4 Jul 2026
14 Jul 2026
4 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) 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 up to 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres.All kinds of soil . | - | CUM | - | - |
| 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: 25 meter beyond 1 m from cutting edge.All kinds of soil. | - | CUM | - | - |
| 3 | Providing and laying of dry stone soling (hand packed) incl. carriage of same by MT 15 Kms. | - | CUM | - | - |
| 4 | P/Laying of Cast-in-Situ Cement Concrete of M10 Mix (1:3:6) using 20mm nom. size stone aggregate and plum as 20%(Using Vibrator for compaction of concrete.) | - | CUM | - | - |
| 5 | P/Fixing of formwork including removal of same. | 1 | SQM | - | - |
| 6 | P/Fixing of formwork including removal of same. | 1 | SQM | - | - |
| 7 | Carriage of sand bajree by MT 15 Km avg lead. | - | CUM | - | - |
| 8 | P/fixing of steel in built up sections in angles and flats (complete job).Including priming coat and two coats of paint. | 1 | KGS | 1 | ₹1 |
| 9 | P/fixing of G.I chain link fencing 50 x50 mm mesh (4mm Dia.)including one coat of red oxide and two coats of paint of approved brand and shade. | 1 | SQM | 1 | ₹1 |
| 10 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length ( total length 90m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately). | 1 | SQM | - | - |
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