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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-Finance 0 | NA | NA | 121004 | ₹1.0 Cr | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical R O TIKKERPORA QASBA KALAROOS DISTRICT KUPWARA | KUPWARA | JAMMU AND KASHMIR | 193221 | - | - | Rejected-Technical L2 |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
13 Aug 2026, 6:00 pmClosed
Executive Engineer PMGSY Division Uri
PMGSY Division Uri
Renewal Coat_Macdamization of Road from Nambla A to Nambla B_Package No. JK03_58 length 3.60 km Width 3.00 m under CNT Head 2026_27 PMGSY Division Uri.
2026_KSRRD_148880_1
NIT 36_EE_PMGSY_Uri_e_Tendering of 2026_27
Open Tender
CIVIL
Percentage
790 days
Uri
Please refer Tender documents.
21 documents required · 21 mandatory
₹2,600
₹2.4 L
26 Aug 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
13 Aug 2026
5 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 | Part A:- Initial Rehabilitation | - | - | - | - |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 525.6 | Cum | 520.2 | ₹2,73,417.12 |
| 3 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 438 | Cum | 8,551.95 | ₹37,45,752.41 |
| 4 | Slip Clearance. In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. | 220.5 | Cum | 135.16 | ₹29,802.78 |
| 5 | Cement Concrete Drain | - | - | - | - |
| 6 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 143.38 | Cum | 520.2 | ₹74,583.68 |
| 7 | Laying (First Class) bedding on well compacted sand, moorum or approved
granular material as per Clause 1105 . | 10.5 | Cum | 1,341.17 | ₹14,082.28 |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as
per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 | 10.5 | Cum | 5,951.95 | ₹62,495.47 |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete as
per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 | 45 | Cum | 6,002.01 | ₹2,70,090.62 |
| 10 | Providing & Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 500 mm dia | 15 | RM | 4,324.26 | ₹64,863.83 |
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