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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.3 CrAdmitted-Finance | -10.00% | ₹4.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.4 Cr+₹12.2 L (2.81%)Admitted-Finance | -7.47% | ₹4.4 Cr+₹12.2 L (2.81%) | L2 | Admitted-Finance |
| 3 | L3₹4.5 Cr+₹14.1 L (3.26%)Admitted-Finance H NO 122 AMBIKA VIHAR POONCH HOUSE TALAB TILLO JAMMU | JAMMU | JAMMU AND KASHMIR | 180001 | -7.07% | ₹4.5 Cr+₹14.1 L (3.26%) | L3 | Admitted-Finance |
Tender Value
₹4.8 Cr
EMD Value
₹9.6 L
Closing Date
13 Aug 2026, 6:00 pmClosed
Er. Raman Kumar (Xen PWD Chenani)
PWD Office Chenani
Refer to BOQ
2026_PWDJK_319239_1
Fresh e-NIT No. 42 of 2026-27 dated 03-08-2026
Open Tender
Civil Works
Percentage
180 days
Chenani
Refer to e-NIT/SBD
2 documents required · 2 mandatory
₹6,000
Superintending Engineer PWD RandB Circle Udhampur
₹9.6 L
Udhampur
18 Aug 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
7 Aug 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 | Through Type Steel Truss Motorable Bridge Earth work in bulk excavation by mechanical means (hydraulic excavator) over area ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including disposal of surplus excavated earth as directed, within a lead of 50 metres and lift upto 1.50 mtr as directed by engineer in charge in All kinds of soils | 875.7 | cum | 187.3 | ₹1,64,018.61 |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over area ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including disposal of surplus excavated earth as directed, within a lead of 50 metres and lift upto 1.50 mtr as directed by engineer in charge in Ordinary Rocks | 250.2 | cum | 392.8 | ₹98,278.56 |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over area ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including disposal of surplus excavated earth as directed, within a lead of 50 metres and lift upto 1.50 mtr as directed by engineer in charge in Hard Rocks | 125.1 | cum | 1,128.75 | ₹1,41,206.63 |
| 4 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: | 1,152 | cum | 467.3 | ₹5,38,329.6 |
| 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 77.3 | cum | 5,733.6 | ₹4,43,207.28 |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 416 | cum | 7,564.8 | ₹31,46,956.8 |
| 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) | 9.1 | cum | 6,540.45 | ₹59,518.09 |
| 8 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level. | 343.6 | cum | 8,021.1 | ₹27,56,049.96 |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above Plinth level. | 513.32 | cum | 9,412.05 | ₹48,31,393.51 |
| 10 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately, Providing M-30 grade concrete instead of M-25 grade BMC/RMC. ( Note:- Cement content considered in M-30 is @ 340 kg/cum) | 45.08 | cum | 98.8 | ₹4,453.9 |
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