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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | -36.09% | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹1.5 L (0.80%)Admitted-Finance | -35.58% | ₹1.8 Cr+₹1.5 L (0.80%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹6.5 L (3.57%)Admitted-Finance PEER TAKIYA KOKERNAG ANANTNAG | ANANTNAG | JAMMU AND KASHMIR | 192101 | -33.81% | ₹1.9 Cr+₹6.5 L (3.57%) | L3 | Admitted-Finance |
| 4 | L4₹2.1 Cr+₹24.9 L (13.6%)Admitted-Finance KHANDAY PLANT NH 44 NIPORA DISTRICT ANANTNAG JAMMU KASHMIR UT INDIA 192102 PH NO 91 7006355099 | -27.41% | ₹2.1 Cr+₹24.9 L (13.6%) | L4 | Admitted-Finance |
| 5 | L5₹2.1 Cr+₹26.1 L (14.2%)Admitted-Finance | -27.00% | ₹2.1 Cr+₹26.1 L (14.2%) | L5 | Admitted-Finance |
Tender Value
₹3.4 Cr
EMD Value
₹6.8 L
Closing Date
13 Apr 2026, 4:00 pmClosed
office of the ExEn Div Vailoo
office of the ExEn Div Vailoo
Construction of road from Bahie to Gebum
2026_PWDJK_306414_3
ENIT125DivisionVailoo25-26
Open Tender
Civil Works
Percentage
1095 days
vailoo
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,500
office of the ExEn Div Vailoo
₹6.8 L
Superintending Engineer PWD RnB Anantnag
2 May 2026
18 Mar 2026
15 Apr 2026
19 Mar 2026
13 Apr 2026
21 Mar 2026
20 Mar 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 | Earthcutting and Filling 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 sqm on plan), including disposal of excavated earth lead upto 50 metres and lift upto 1.5 m, as directed by Engineer-in Charge.(All kinds of Soil) | 1 | cum | - | - |
| 2Banking 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 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 : including carriages of earth by MT | |||||
| 3 | RCC Spun Pipes Supply and laying of RCC spun pipes of different dia as per requirement at site, including earth cutting , laying of cushion over pipes and laying of pipes in proper grade complete as per direction of engineer incharge including cost of pipes and carriage from source to site all job complete 300 mm dia | 0.8 | Rm | 0.4 | ₹0.32 |
| 4 | Supply and laying of RCC spun pipes of different dia as per requirement at site, including earth cutting , laying of cushion over pipes and laying of pipes in proper grade complete as per direction of engineer incharge including cost of pipes and carriage from source to site all job complete 450 mm dia | 0.8 | Rm | 0.8 | ₹0.64 |
| 5 | Supply and laying of RCC spun pipes of different dia as per requirement at site, including earth cutting , laying of cushion over pipes and laying of pipes in proper grade complete as per direction of engineer incharge including cost of pipes and carriage from source to site all job complete 600 mm dia | - | Rm | 0.6 | - |
| 6 | Supply and laying of RCC spun pipes of different dia as per requirement at site, including earth cutting , laying of cushion over pipes and laying of pipes in proper grade complete as per direction of engineer incharge including cost of pipes and carriage from source to site all job complete 900 mm dia | - | Rm | 1 | - |
| 7 | Felling/cutting of trees. 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. Beyond 30cm girth upto and including 60cm girth. | - | No. | 0.4 | - |
| 8 | 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. Beyond 60cm girth upto and including 120cm girth. | - | No. | 0.2 | - |
| 9 | R Wall and B wall in stone masonry Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sites and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 1 | Cum | 0.6 | ₹0.6 |
| 10 | P/L dry Stone Soling of specified size duly hand packed & consolidated with hand rammers including all carriages complete Job | - | Cum | 0.2 | - |
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