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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC | ₹8.6 L | L1 | Accepted-AOC The bidder was found L1. |
| 2 | L2₹11.8 L+₹3.2 L (37.1%)Rejected-Finance | ₹11.8 L+₹3.2 L (37.1%) | L2 | Rejected-Finance The bidder was L2 |
| 3 | L3₹13.3 L+₹4.7 L (55.0%)Rejected-Finance | ₹13.3 L+₹4.7 L (55.0%) | L3 | Rejected-Finance The bidder was L3 |
| 4 | L4₹13.4 L+₹4.8 L (56.4%)Rejected-Finance | ₹13.4 L+₹4.8 L (56.4%) | L4 | Rejected-Finance The bidder was L4 |
| 5 | L5₹13.4 L+₹4.8 L (56.4%)Rejected-Finance | ₹13.4 L+₹4.8 L (56.4%) | L5 | Rejected-Finance The bidder was L5 |
Tender Value
₹15.8 L
EMD Value
₹32,000
Closing Date
3 Jul 2026, 3:00 pmClosed
Ex. Engineer PMGSY Div. Bandipora
Office of the Ex. Engineer PMGSY Div. Bandipora
Permanent Restoration of Peerbhattoo Chandaji Road B.W Construction of PCC Drain and Crash Barrier Package No JK03-286 under SASCI-II of PMGSY Division Bandipora
2026_KSRRD_148460_3
E-NIT No. 06/EE-PMGSY/Bpr-e-Tendering of 2026-27 Dated. 25-06-2026
Open Tender
Civil Works - Roads
Percentage
30 days
Bandipora District
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
₹32,000
24 Jul 2026
25 Jun 2026
3 Jul 2026
26 Jun 2026
3 Jul 2026
26 Jun 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 | PCC Drain
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 shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand 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:including all carriages and lifts, Complete job., with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) | 75 | Cum | 225.21 | ₹16,890.75 |
| 2 | Supply and filling of stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering including all carriages and lifts, Complete job., with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) | 13.5 | Cum | 1,080.06 | ₹14,580.81 |
| 3 | 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) including all carriages and lifts, Complete job., with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) | 13.5 | Cum | 5,636.12 | ₹76,087.62 |
| 4 | 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) including all carriages and lifts, Complete job., with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) | 76.5 | Cum | 6,388.11 | ₹4,88,690.42 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, walls, bases for columns, including all carriages and lifts, Complete job., with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) | 360 | Sqm | 251.07 | ₹90,385.2 |
| 6 | Crash Barrier:- Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post of section 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm having 330 mm length complete as per clause 810 including earthwork in excavation by mechanical means and disposal of same as directed by the engineer incharge in all kinds of soil and embedding of vertical channel posts in PCC M15 (1:2:4) block of size 0.45mx0.45mx1.1m and cost of nuts & bolts including loading, unloading cost of carriage of all material to site of work complete job (Finished Job to be measured). | 157 | Rm | 4,174.24 | ₹6,55,355.68 |
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