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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.2 LAccepted-AOC | ₹93.2 L | L1 | Accepted-AOC AOC |
| 2 | L2₹99.8 L+₹6.6 L (7.07%)Rejected-Finance | ₹99.8 L+₹6.6 L (7.07%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
| 3 | L3₹1.1 Cr+₹12.1 L (13.0%)Rejected-Finance | ₹1.1 Cr+₹12.1 L (13.0%) | L3 | Rejected-Finance Highest Rate Quoted by bidder |
| 4 | L4₹1.1 Cr+₹16.4 L (17.6%)Rejected-Finance SHOP NO 5 6 TULA COMPLEX HARIDWAR ROAD DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.1 Cr+₹16.4 L (17.6%) | L4 | Rejected-Finance Highest Rate Quoted by bidder |
| 5 | Rejected-Technical LAKSHMI NAGAR BASTI WARD NO 03 211 GUYARATIAN JASPUR KHURD KASHIPUR DISTRICT UDHAM SINGH NAGAR | UDAM SINGH NAGAR | UTTARAKHAND | 244712 | - | - | Rejected-Technical Not Technically Qualified |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
12 May 2025, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF APPROACH ROAD AT SANIYA DHAM, PURKUL, DISTRICT-DEHRADUN
2025_MDPEY_82334_2
1298/Nivida(Garh)KhelDDun/41 02/04/2025
Open Tender
Civil Works
Item Rate
90 days
PURKUL, DISTRICT-DEHRADUN
Please refer tender document
3 documents required · 3 mandatory
₹4,720
PM, Temp.Const.Unit(Khel), UKPJN, Dehradun
₹2.1 L
Dehradun
24 Jun 2025
30 Apr 2025
14 May 2025
30 Apr 2025
12 May 2025
2 May 2025
1 May 2025
Amount
DSR Item- 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
SOR Item- 2-2 Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
SOR Item- 2-3 Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, 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 then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
SOR Item- 8-2-A Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer
SOR Item- 10-5 Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701.
M/s Satender Bhandari (BID ID -379990)
M/s Mewa Ram (BID ID -379671)
VAAYU PUTRA CONSTRUCTION (BID ID -379693)
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