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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC | L1 | Accepted-AOC OK | |
| 2 | L2₹10.7 L+₹8,808 (0.83%)Rejected-Finance | L2 | Rejected-Finance OK |
Tender Value
₹9.6 L
EMD Value
₹19,200
Closing Date
20 Jan 2022, 6:00 pmClosed
EXECUTIVE ENGINEER JUBBAL
HPPWD JUBBAL
SH Providing and laying Kharanja Soling betwee Km 0/0 to 3/00 in essential reaches and Cross drainage works at RD 0/645 and 0/847 under SCSP
2022_PWD_55627_6
PW-JD/E-Tender/2021-22 -9082-84 DT 7.01.2022
Open Tender
Civil Works - Roads
Item Rate
60 days
JUBBAL
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹19,200
11 Oct 2022
13 Jan 2022
21 Jan 2022
13 Jan 2022
20 Jan 2022
13 Jan 2022
Amount
Preparation of sub grade by dressing to combor (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications and as directed by the Engineer in Charge.
Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications and as directed by the Engineer in Charge.
Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. including all leads and lifts, as per HPPWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.
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 any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
Providing and Laying concrete concrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
Stone Random Rubble Masonry work In cement mortar 1:6 (1 cement : 6 sand ) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203..including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.
Stone masonry work in cement mortor in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204.Coursed rubble masonry (2nd sort) in cement mortar1:3 (one cement:3 Sand) .including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.
Coursed rubble masonry stone (2nd sort) work in cement mortar1:6 (One Cement:Sixsand) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203..including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.
Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etc. for sub-structure and super structure including all leads and lifts complete as per drawing and technical specification clauses 704.6 & 1302.5 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.
Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
Providing and laying reinforced cement concrete pipe NP2 900 mm (nine hundred) milimeter dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement:two sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.
RASHPAL SINGH GOVT CONTRACTOR
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