Restoration Of Rain Damages On Sakb Road In Km 37/00 To 70/00 R/R Damages On Sakb Road In Km 37/00 To 70/00 (Sh C/O Hume Pipe Culvert At Rds 43/040, 43/300, 43/750, And 63/150, C/O R/Wall At Rds 64/400 To 64/410, And C/O Wing Wall Of Existing Damages Cul
Tender Value
20.83 Lakhs
Estimated cost
Bid Submission
21 Sep 2025
0 days left
EMD
41700
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kasauli → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Restoration of rain damages On Sakb Road In Km 37/00 To 70/00 R/R Damages On Sakb Road In Km 37/00 To 70/00 (Sh C/O Hume Pipe Culvert At Rds 43/040, 43/300, 43/750, And 63/150, C/O R/Wall At Rds 64/400 To 64/410, And C/O Wing Wall Of Existing Damages Culvert At Rds 64/500) Under Pdna
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation for all type of road structures such as retaining wall, breast wall and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause305.1(Three hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site (to be arranged by the contractor) including trimming, dressing of sides and bottom, filling of unevenness blindages, backfilling in trenches with excavated suitablematerial and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases. |
| 2 | Providing and layingPlain Cement Concretenominal mix 1:6:12 (one cement isto six sand isto twelve graded stone aggregate 40mm (fourty milimeters) nominalsize) Mechanically mixed, vibratedand curing complete in open foundations and plinths for all type of structureincluding the cost of form work as per drawing and MORDTechnical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidental charges. |
| 3 | Providingand layingcement concrete for plain concretenominal mix 1:4:8 (One cement: four sand : eight graded crushed stone aggregate) 40 mm (forty millimetre) nominal size mechanical mixed, vibrated and curing complete including the cost of form work in open foundation for all type of structure complete as per drawing and technical specification clauses 802,803,1202 and 1203 as per direction of Engineer-in-Charge includingcarriage of material through all modes of transportion with in all leads and lifts and other incidentials. |
| 4 | Providing and laying concrete for P.C.C. grade M-10 (ten) nominal mix 1:3:6 (one cement isto three sand isto six graded stone aggregate 40mm (forty milimeters) nominal size) mechanically mixed, vibrated, curing complete and including cost of form work in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 (eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) as per MORD specifications including carriageofall labour, equipments and materials to various locationthrough all modes oftransportation in all leadslifts and all incidental charges |
| 5 | Providing and laying ( to level or slope) reinforced cement concrete pipe NP2- 900 mm (nine hundred milimeter) diameter for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement isto two sand) but excluding excavation, protection work, back filling, concrete and masonry workin head walls and parapets as per technical specificationclause 1108(one thousand one hundred eight), or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals. |
| 6 | Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100 mm dia meter PVC pipe extending through the full width of the structure with slopeof 1 (v) : 20 (h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7. Including carriage of all labour equipment and materials to various location through all modes of transporsation in all leads lifts and all incidental charges. |
| 7 | Backfilling of Granular material behind abutment, wing wall and return wall, breast walls, retaining walls and parapets up to all heights, depths and levels complete as per drawings and MORD technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) , including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges. |
AI Tender Summary
Tender Timeline
Sep 15, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 21, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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