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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance VILLAGE P O HARIPUR SANDHOLI TEHSIL BADDI DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹7.7 L
EMD Value
₹15,000
Closing Date
15 Jan 2020, 10:30 amClosed
EE Nalagarh
Executive Engineer HPPWD Nalagarh
SH Removal of unsuitable soils Dressing of berms C O unlined drain and Wire Crates Between K M 10 0 to 32 500
2020_PWD_33839_2
No.PW-NLD-EA-I-Tender Publication/2019-20-13194-98
Open Tender
Civil Works - Roads
Item Rate
90 days
Nalagarh
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
EE Nalagarh
₹15,000
Yes
31 Jan 2020
2 Jan 2020
15 Jan 2020
2 Jan 2020
15 Jan 2020
2 Jan 2020
2 Jan 2020 - 2 Jan 2020
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (By Manual Means In area of non-thorny jungle)
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 within all lead and lift as per the direction of the Engineer-in-Charge.
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
Earthwork in excavation for structure 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.
Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. wire conforming to IS : 280 and IS : 4826 in 100 mm X 10 mm mesh including 10 % extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications clause 1301.
Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 including hauling of material in all leads lift as per the entire satisfaction and direction of Engineer-in charge.
Plain/ reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 1202, and 1203 P.C.C grade M 10 Nominal mix (1:3:6) Including carriage of materials within all leads and lifts and as per entire satisfaction of Engineer-in-charge.
KARAM CHAND
KAMAL KRISHAN
Gurjeet singh
Hardeep Singh Bedi
rehana
JAI PAL
SATISH KUMAR
MADAN LAL
mustak
RADHA TRADING CO
Bhadur
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