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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.9 CrAccepted-AOC NOT FOUND | ₹1.9 Cr | L-1 | Accepted-AOC As per approval of competent authority |
| 2 | L-2₹2.0 Cr+₹10.0 L (5.26%)Rejected-Finance 08 ANANDA MARGA ASHRAM SARABAI P O THELLA TEHSIL BHUNTER DISTT KULLU HIMACHAL PRADESH 175125 | MANDI | HIMACHAL PRADESH | 175125 | ₹2.0 Cr+₹10.0 L (5.26%) | L-2 | Rejected-Finance As per approval of competent |
| 3 | L-3₹2.1 Cr+₹22.7 L (11.9%)Rejected-Finance | ₹2.1 Cr+₹22.7 L (11.9%) | L-3 | Rejected-Finance As per approval of competent |
| 4 | L-4₹2.2 Cr+₹31.8 L (16.7%)Rejected-Finance | ₹2.2 Cr+₹31.8 L (16.7%) | L-4 | Rejected-Finance As per approval of competent |
| 5 | L-5₹2.2 Cr+₹32.3 L (17.0%)Rejected-Finance VPO SULTANPUR TEHSIL AND DISTT KULLU HP 175101 | KULLU | KULLU | HIMACHAL PRADESH | 175101 | ₹2.2 Cr+₹32.3 L (17.0%) | L-5 | Rejected-Finance As per approval of competent |
Tender Value
₹2.9 Cr
EMD Value
₹5.7 L
Closing Date
24 Jan 2024, 6:55 pmClosed
Group Sr.Manager, PnC
PnC Division,Parbati Complex,Parbati-II H.E.Project, Nagwain, Distt.-Mandi, H.P.-175121
Restoration of Sheelagarh Manihar road near Sheelagarh Bailley Bridge of Parbati HE Project (Stage-II) (Package No. C-737)
2024_NHPC_788295_1
NH/PP-II/PnC/Pkg. No. C-737/2024/101282
Open Tender
Civil Works
Works
120 days
Near Sheelagarh bailey bridge, PHEP-II, Sheelagarh
Please refer tender document
7 documents required · 7 mandatory
₹1,770
NHPC Ltd.
₹5.7 L
Yes
22 Apr 2024
9 Jan 2024
30 Jan 2024
9 Jan 2024
24 Jan 2024
9 Jan 2024
Amount
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. Ordinary soil (i) Upto 3 m depth.
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 Hard rock (requiring blasting).
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 15A40. (Note:- Cement content considered in this Item is 268 Kg/Cum. Excess/Less cement used as per design mix is payable/ Recoverable separately).
Providing concrete for Plain / reinforced cement concrete in substructure as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204. PCC Grade M15 A40 (1) up to 5.0 metre height. (Note:- Cement content considered in this Item is 268 Kg/Cum. Excess/Less cement used as per design mix is payable/ Recoverable separately).
Providing and laying Plain/reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 P. for design mix PCC Grade M15A40 , Height from 5 to 10 m. (Note:- Cement content considered in this Item is 268 Kg/Cum. Excess/Less cement used as per design mix is payable/ Recoverable separately).
Providing and laying Plain/reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 P. for design mix PCC Grade M15A40 , Above 10m height. (Note:- Cement content considered in this Item is 268 Kg/Cum. Excess/Less cement used as per design mix is payable/ Recoverable separately).
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, Granular material.
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification (i) For Grading I Material.
Add/deduct for using excess/less cement in the items of design mix over and above the specified cement content therein..(Fixed rate item @ Rs 7.38/Kg and to be paid as per actual quantity).
Air-entraining Agent.
Water reducing Agent.
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.
Haulage of materials by tipper excluding cost of loading, unloading and stacking. Surfaced Road.
Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including a lead upto 30 m Placing tipper at loading point, loading with front end loader excluding time for haulage and return trip.
Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m.
Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means.
Loading of Cement by manual means including a lead upto 30 m.
Unloading of Cement by manual means including a lead upto 30 m.
M/S Maansuiya Enterprises Private Limited
M/S B.K.Agarwal
Northpeak Builders
Dream Constructions
TKJ INFRASTRUCTURE PVT LTD
B3 INFRATECH SOLUTIONS PRIVATE LIMITED
Bhalai Infratech Pvt Ltd
BIDP INDIA PRIVATE LIMITED
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