Restoration Of Rain Damages On Link Road To Sanaba Basti From T.K.H Km 0/00 To 1/500 (Sh:-Construction Of H.P.C With 3.0 Mtr Both Side Wing Wall At Rd 0/505,R/Wall At Rd 0/480 To0/490 ,B/Wall At Rd 0/370 To 0/390 And 0/390 To0/435
Tender Value
Ref. Documents
Estimated cost
Bid Submission
10 Sep 2023
0 days left
EMD
26800
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jubbal → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Restoration Of Rain Damages On Link Road To Sanaba Basti From T.K.H Km 0 / 00 To 1 / 500 ( Sh:-Construction Of H.P.C With 3.0 Mtr Both Side Wing Wall At Rd 0 / 505, R / Wall At Rd 0 / 480 To0 / 490 , B / Wall At Rd 0 / 370 To 0 / 390 And 0 / 390 To0 / 435
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge. |
| 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 any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.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 |
| 3 | 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 including all leads and liftsas per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge |
| 4 | Providing and Laying concreteconcrete 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 702, 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 |
| 5 | Providing and Laying concreteconcrete 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 |
| 6 | Stone masonry in cement mortar 1:3 for foundation complete as per drawing & technical speceification Clause 702,704,1202,and 1204 |
| 7 | Stone masonry in cement mortar 1:6 for foundation complete as per drawing & technical speceification Clause 702,704,1202,and 1205 |
| 8 | Random rubble masonry stone masonry (un-coursed /broughtto courses) with hard stone of approved quality in fonsation in cement mortar 1:6 (1 cement :6 sand )comoplete as per drawing and technical specificatiions Clauses 702,704,1202 &1203.including allleads and lifts ,ior as per HPPWD.Specification of 1990 Volume -1,asdirected bythe Engineer-in charge. |
| 9 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works inhead walls and parapets Clause 1108 (i) 900mm dia. including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 10 | Pointing with cement mortor 1:3 (one cement:three sand) on stone masonary as per drawing and technical specification clause 613.3 and 1204 including carriage of material with in all leads and lifts as per direction of Engineer-in-Charge |
| 11 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 |
| 12 | Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge |
| 13 | 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 |
AI Tender Summary
Tender Timeline
Sep 05, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 11, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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