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| # | Company | Status |
|---|---|---|
| 1 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-MOU not uploaded as per NIT |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Single bidder qualifies technically out of 03 No. bidders. Hence fresh tender will be invited soon. |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-MOU not valid as per NIT |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
10 Jun 2026, 2:00 pmClosed
Executive Engineer PMGSY Div. Ang.
Office of Executive Engineer PMGSY Div. Ang. near R and B Complex Khanabal Anantnag.
Achabal Soumbran to Chattapal Package No.JK01WB01 Block Shangus
2026_KSRRD_148156_1
3/PMGSY/ANG/2026-27/ETendering of Dated 03-06-2026
Open Tender
CIVIL
Percentage
60 days
Anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
Executive Engineer PMGSY Div. Ang.
₹2.4 L
10 Jun 2026
4 Jun 2026
10 Jun 2026
4 Jun 2026
10 Jun 2026
4 Jun 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 | 2.00M Span RCC Box culvert ( RD 15/700) | - | - | - | - |
| 2 | 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.2.7.1 All kinds of soil : | 89.2 | Cum | 164.22 | ₹14,648.42 |
| 3 | Providing and Laying of stone soling/First class bedding nominal size Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job. (Finished work to be measured). | 2.81 | Cum | 1,112.98 | ₹3,127.47 |
| 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: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) | 1.88 | Cum | 5,730.3 | ₹10,772.96 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Raft.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) | 17.21 | Cum | 7,520.77 | ₹1,29,432.45 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) | - | MT | 1,08,291.26 | - |
| 7 | Back filling: Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Granular material) Complet job.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) | 1 | Cum | 1,561.9 | ₹1,560.34 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.(Side Walls)5.9.3 Suspended floors, roofs, landings, balconies and access platforms.(Slab) including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) | - | - | - | - |
| 9 | Side Walls | - | Sqm | 251.07 | - |
| 10 | Slab | - | Sqm | 629.72 | - |
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