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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC R O PARAYPORA THEYAN KALAROOCH KUPWARA | KUPWARA | JAMMU AND KASHMIR | 193221 | ₹3.3 Cr Quoted ₹2.8 Cr | L1 | Accepted-AOC Contract Awarded |
| 2 | L2₹2.8 Cr+₹1.3 L (0.48%)Rejected-Finance | ₹2.8 Cr+₹1.3 L (0.48%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹3.5 Cr
EMD Value
₹6.9 L
Closing Date
19 Jun 2026, 4:30 pmClosed
Suprintending Engineer PMGSY Ciircle Baramulla
Office of Superintending engineer PMGSY Circle Bla PW R and B complex Baramulla
Construction and maintenance of road from L021 Kawari to Awoora KM 1 RD 700 to Manwan Bala Length 1 60 Kms Stage Complete Carriageway width 3 75Mtrs PMGSY IV Batch I 2026 27 Package No JK084008 PMGSY Division Kupwara
2026_KSRRD_147854_5
03/SE/PMGSY/ BLA/E-TENDERING OF 2026-27
Open Tender
Civil Works - Roads
Percentage
548 days
Kupwara
Please refer Tender documents.
22 documents required · 22 mandatory
₹10,000
₹6.9 L
PW R and B complex Baramulla
24 Jul 2026
22 May 2026
20 Jun 2026
23 May 2026
19 Jun 2026
2 Jun 2026
1 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 | EARTHWORK | - | - | - | - |
| 2 | Excavation in soil in Hilly Area by mechanical means including cuttingand trimming of side slopes and disposing of excavated earth with a liftupto 1.5 m and a lead upto 20 m as per Technical Specification Clause1603.1 (Finished work to be measured) | 4,823 | CUM | 165.81 | ₹7,99,701.63 |
| 3 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site fromroadway cutting and excavation from drain and foundation of other structuresgraded and compacted to meet requirement of table 300.1 abd 300.2 as per Technical specifiation clause 301.5 (Finished work to be measured) | 3,095.5 | CUM | 75.32 | ₹2,33,153.06 |
| 4 | Pavement | - | - | - | - |
| 5 | GSB: Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel.including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job | 2,088.75 | CUM | 1,377.78 | ₹28,77,837.98 |
| 6 | WBM GRADE 2: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job | 492.19 | CUM | 2,294.6 | ₹11,29,379.17 |
| 7 | Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of Granular base including cleaning of road surface and sproaying primer at the rate of 0.70-1.0 Kgs/Sqm using mehanical means as per TS clause 502 (low porosity)including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job | 6,562.5 | Sqm | 53.38 | ₹3,50,306.25 |
| 8 | Providing & laying Bituminous macadam (BM) 50 mm thick, with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m, laid over a previously prepared surface with paver finisher to the required grade, level & alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job | 328.13 | CUM | 8,255.42 | ₹27,08,850.96 |
| 9 | Tack Coat: Providng and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kg/ per sqm on the prepared bituminious surface cleaned with hydraulic broom as per technical specification clause 503 including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job | 6,562.5 | Sqm | 15.19 | ₹99,684.38 |
| 10 | Providing, laying (by mechanical means) & rolling of OGPC (open graded premix carpet) of 20mm thickness with seal coat composed of 13.2mm to 5.6mm aggregates using bitumen (S-90) or emulsion, to required line, grade & level, to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying with paver finisher and rolling with three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of type B as per technical specification clause 508, including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job | 6,562.5 | Sqm | 163.38 | ₹10,72,181.25 |
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