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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.0 CrAdmitted-Finance | -37.00% | ₹6.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.7 Cr+₹65.9 L (10.9%)Admitted-Finance | -30.11% | ₹6.7 Cr+₹65.9 L (10.9%) | L2 | Admitted-Finance |
| 3 | L2₹6.7 Cr+₹65.9 L (10.9%)Admitted-Finance | -30.11% | ₹6.7 Cr+₹65.9 L (10.9%) | L2 | Admitted-Finance |
| 4 | L3₹6.9 Cr+₹88.2 L (14.6%)Admitted-Finance | -27.78% | ₹6.9 Cr+₹88.2 L (14.6%) | L3 | Admitted-Finance |
| 5 | L4₹7.5 Cr+₹1.5 Cr (24.6%)Admitted-Finance | -21.50% | ₹7.5 Cr+₹1.5 Cr (24.6%) | L4 | Admitted-Finance |
Tender Value
₹11.3 Cr
EMD Value
₹22.6 L
Closing Date
24 Oct 2025, 4:00 pmClosed
Executive Engineer PWD RNB Div Pahalgam
Executive Engineer PWD RNB Div Pahalgam
Construction of road from High School Hapatnar to Nagbal Chek/ Maiden Mohalla Dragden
2025_PWDJK_290410_1
eNIT 103 of 2025-26
Open Tender
Civil Works
Percentage
730 days
Pahalgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,000
MH 0059
₹22.6 L
8 Dec 2025
3 Oct 2025
25 Oct 2025
3 Oct 2025
24 Oct 2025
3 Oct 2025
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 | Clearance of site
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
A) Beyond 30 cm girth upto and including 60 cm girth. | 330 | No. | 332.31 | ₹1,09,662.3 |
| 2 | B) Beyond 60 cm girth upto and including 120 cm girth. | 14 | No. | 1,475.48 | ₹20,656.72 |
| 3 | C) Beyond 120 cm girth upto and including 240 cm girth. | 6 | No. | 6,833.84 | ₹41,003.04 |
| 4 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:
1:3:6 or richer mix (i/c equivalent design mix) | 17.28 | Cum | 1,512.47 | ₹26,135.48 |
| 5 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. | 7.2 | Cum | 2,206.51 | ₹15,886.87 |
| 6 | Dismantling old damaged RCC Spun pipes by mechanical means using JCB including stacking of pipes and lead at site within 50 meter lead as per direction of Engineer-in- charge. | 10 | Hr | 1,016.95 | ₹10,169.5 |
| 7 | Earthwork in Cutting
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.
A) All kinds of soil : | 18,862.4 | Cum | 164.2 | ₹30,97,206.08 |
| 8 | B) Ordinary Rock | 4,715.6 | Cum | 344.37 | ₹16,23,911.17 |
| 9 | Prepration of Subgrade
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | 11,000 | Sqm | 134.13 | ₹14,75,430 |
| 10 | Carriage of earth (Qty vide 2) for avg lead of 1 Kms | 17,997.13 | Cum | 141.09 | ₹25,39,215.07 |
stage.html
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technical_930203.pdf
techsummary_930203.pdf
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Tendernotice_1.pdf
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NIT103SBD.pdf
Additional Documents • 2.46 MB
BOQ_930203.xls
BOQ • 0.38 MB
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