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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance 1073 214 MATTA ROAD HIDYAL KISHTWAR KISHTWAR JAMMU KASHMIR 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | -44.11% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹19.1 L (16.3%)Admitted-Finance | -35.00% | ₹1.4 Cr+₹19.1 L (16.3%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹24.6 L (21.0%)Admitted-Finance | -32.39% | ₹1.4 Cr+₹24.6 L (21.0%) | L3 | Admitted-Finance |
| 4 | L4₹1.5 Cr+₹32.8 L (27.9%)Admitted-Finance | -28.51% | ₹1.5 Cr+₹32.8 L (27.9%) | L4 | Admitted-Finance |
| 5 | L5₹1.5 Cr+₹36.9 L (31.4%)Admitted-Finance | -26.57% | ₹1.5 Cr+₹36.9 L (31.4%) | L5 | Admitted-Finance |
Tender Value
₹2.1 Cr
EMD Value
₹4.0 L
Closing Date
18 Aug 2026, 4:00 pmClosed
Er. Atul Gupta
Superintending Engineer PWD RNB Circle Doda-Kishtwar
As per NIT/SBD
2026_PWDJK_317461_1
E-NIT No. 13 of 2026-27 Dated-23.07.2026
Open Tender
Civil Works
Percentage
183 days
Paddar
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
Superintending Engineer PWD RNB Circle Doda-Kishtw
₹4.0 L
Doda
5 Sept 2026
23 Jul 2026
19 Aug 2026
24 Jul 2026
18 Aug 2026
24 Jul 2026
28 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 | Design, Soil Investigation, Load Testing and Design vetting from competent authority i.e. NIT/IIT/DIQC for Construction of 45mtr Span Steel Truss Foot Bridge (Through Type) at Sohal Paddar over river Chenab including construction of Approaches on both sides, Supply, Fabrication, Launching , flooring with 6mm thick chequerred plates, railing, Priming of steel members, its painting with good quality Synthetic Enamel paint ,width of bridge 1.8 mtr including all leads and lifts carriage and all other allied works complete in all respects as per the direction of Engineer in-charge (complete job in all respects) (Under SASCI) (EPC Mode) | 45 | mtr | 3,77,400 | ₹1,69,83,000 |
| 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:
2.9.1 All kinds of soil : | 252.75 | cum | 256.85 | ₹64,918.84 |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 36 | cum | 5,202.9 | ₹1,87,304.4 |
| 5 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:
7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) | 262.8 | cum | 5,402.9 | ₹14,19,882.12 |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth:7.3.2 Without bond stone | 187.2 | cum | 2,793.8 | ₹5,22,999.36 |
| 7 | 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 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 21 | cum | 6,591.25 | ₹1,38,416.25 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for edges under 20cm | 400 | mtr | 262.2 | ₹1,04,880 |
| 9 | Hand Packed stone filling in Horizontal on level including cost of stone | 50 | cum | 937.9 | ₹46,895 |
| 11Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. | |||||
| 11.01 | Carriage of sand at an average distance of 85.00km by MT & 1.25 km by HL | 126.23 | cum | 2,376.77 | ₹3,00,019.68 |
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