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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | -31.20% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance | -21.10% | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance KULDEED LACHKHAZANA KISHTWAR KISHTWAR KISHTWAR JAMMU KASHMIR 182204 UDYAM JK 10 0005655 | KISHTWAR | JAMMU AND KASHMIR | 182204 | -21.00% | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.4 CrAdmitted-Finance | -15.00% | ₹1.4 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.4 CrAdmitted-Finance | -12.70% | ₹1.4 Cr | L5 | Admitted-Finance |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
30 Apr 2026, 4:00 pmClosed
Er. Atul Gupta
Superintending Engineer PWD RNB Circle Doda-Kishtwar
As per NIT/SBD
2026_PWDJK_307581_1
E-NIT No 01 of 2026-27 Dated 09-04-2026
Open Tender
Civil Works
182 days
Paddar
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
Superintending Engineer PWD RNB Circle Doda-Kishtw
₹3.2 L
Doda
11 May 2026
9 Apr 2026
2 May 2026
10 Apr 2026
30 Apr 2026
10 Apr 2026
16 Apr 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 |
|---|---|---|---|---|---|
Earth work in surface excavation for levelling of ground not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : | 1 | SQM | - | - | |
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 : | 1 | cum | - | - | |
Ordinary Rock | - | cum | - | - | |
Extra for every additional lift of 1.5 m or part thereof in excavation/banking
excavated or stacked material :All kinds of soil : | 1 | cum | - | - | |
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | - | SQM | - | - | |
Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7 kg per square meter on damp proof courses after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | - | SQM | 1 | - | |
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) | - | cum | 1 | - | |
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) | 1 | cum | - | - | |
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) | 1 | cum | - | - |
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