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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹14.5 L+₹83,195.91 (6.09%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹14.6 L+₹89,699.10 (6.57%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹15.0 L+₹1.3 L (9.49%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L5₹15.6 L+₹2.0 L (14.4%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹26.4 L
EMD Value
₹52,900
Closing Date
20 Jul 2026, 4:00 pmClosed
AS PER THE NIT
AS PER THE NT
Development of Landscape works using cement concrete at the back and sides of Girls and Boys Hostels including Plinth Protection and concrete Paving around the Hostels at Kashmir Government Polytechnic Gogjibagh Srinagar.
2026_PWDJK_315785_1
NIT NO 46/RNB/RAJ OF 2026-27 DATED 13/07/2026
Open Tender
Civil Works
Percentage
30 days
SRINAGAR
AS PER THE NT
2 documents required · 2 mandatory
₹1,100
AS PER THE NT
₹52,900
21 Jul 2026
13 Jul 2026
21 Jul 2026
14 Jul 2026
20 Jul 2026
14 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 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 1,522.78 | Sqm | - | - |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | 553.97 | Cum | - | - |
| 3 | 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: All kinds of soil : | 16.72 | Cum | - | - |
| 4 | Providing, laying, dry stone soling hand packed including ramming and compacting with hand rammers also including carriage of all materials involved complete job. | 399.87 | Cum | - | - |
| 5 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 120.8 | Cum | - | - |
| 6 | 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) | 118.7 | Cum | - | - |
| 7 | Clearance of septic tank by way of Engagement of suckers for clearing, taking out all the slush, unhygienic material from the tanks and disposal of the same beyond Municipal limits as per the directions of Engineer-in-charge at site complete job. | 2 | No. | - | - |
| 8 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 4 | No. | - | - |
| 9 | Construction of brick masonry manhole in cement mortar 1:4 (1 cement: 4 coarse sand) , CI cover with frame RCC top, foundation concrete (1:4:8) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channel in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size finished with a floating coat of neat cement complete. Size 45 x 45 x 45cm deep including PVC manhole cover with frame. | 4 | No. | - | - |
| 10 | Construction of brick masonry manhole in cement mortar 1:4 (1 cement: 4 coarse sand) , CI cover with frame RCC top, foundation concrete (1:4:8) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channel in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size finished with a floating coat of neat cement complete. Size 60 x 60 x 45cm deep including PVC manhole cover with frame. | 2 | No. | - | - |
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