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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.8 LAccepted-Finance | ₹16.8 L | 1 | Accepted-Finance L1 |
| 2 | 2₹18.5 L+₹1.8 L (10.6%)Rejected-Finance NOWBUGH CHADOORA | JAMMU | JAMMU AND KASHMIR | 180001 | ₹18.5 L+₹1.8 L (10.6%) | 2 | Rejected-Finance L2 |
| 3 | 3₹23.4 L+₹6.6 L (39.7%)Rejected-Finance | ₹23.4 L+₹6.6 L (39.7%) | 3 | Rejected-Finance L3 |
| 4 | 4₹23.5 L+₹6.7 L (40.2%)Rejected-Finance | ₹23.5 L+₹6.7 L (40.2%) | 4 | Rejected-Finance L4 |
| 5 | 5₹23.5 L+₹6.8 L (40.4%)Rejected-Finance | ₹23.5 L+₹6.8 L (40.4%) | 5 | Rejected-Finance L5 |
Tender Value
₹27.8 L
EMD Value
₹55,520
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 L049-Watkaloo to Wagan Darwan, JK02-143. (b)L039-Nowpora to Brinjan, JK02-119.(c) T03 Chadura to Block Boundary Budgam T03-Yechgam, JK02-107.(d)Loolipora to Banjarwani road, JK02-14
2026_KSRRD_148627_3
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
₹1,100
₹55,520
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 |
|---|---|---|---|---|---|
| 1MA)L049-Watkaloo to Wagandarwan (Track 49) Package No:- JK02-143 | |||||
| 1.01 | 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 in all kinds of soils. | 28.8 | CUM | 164.23 | ₹4,729.82 |
| 1.02 | Providing and laying of Boulder APRON Laid in wire Crates with 4 mm dia black anealled wire conforming to IS 280 and IS 4826 in 100mmx100mm mesh laid with stone boulders weighing not less than 25kg each as per technical specifications including cost and carriage of all materials (complete job) | 230.4 | CUM | 1,944.8 | ₹4,48,081.92 |
| 1.03 | Backfilling behind abutment ,wing walls and return walls complete as per drawing and technical specifications(Granular Material) incl cost and carriage of material. | 35.97 | CUM | 1,547.4 | ₹55,659.98 |
| 2(B) L039-Nowpora to Brinjan Package No: JK02-119 | |||||
| 2.01 | CRATE OVER EXISTING CRATEWORK at RD 0/600. | - | - | - | - |
| 2.02 | Handpacked Quarry stones in wire crates(RRM) including cost of crates stones and all carriages involved complete job.Providing and laying of quary stones laid in wire crates with 4 mm dia Black Anealed wire conforming to IS 280 and IS 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with quary stones as per drawing and technical specifications Clause including all carriages (for 13km approx) and costs of materials involved.
At RD 600) | 27.3 | CUM | 3,478.39 | ₹94,960.05 |
| 2.03 | RRM Breast Wall at RD 2/100 | - | - | - | - |
| 2.04 | 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:
2.9.1 All kinds of soil :
(At RD 2100) | 52.92 | cum | 225.21 | ₹11,918.11 |
| 2.05 | Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) | 5.04 | CUM | 1,711.96 | ₹8,628.28 |
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