Tender For Restoration Of Rain Damages Of Fis Kothi Majher In Tehsil Sadar District Bilaspur (Sh: Construction Of Gi Pipe Pillar To Cross Gmserw Pipe Over Nallah And Construction of Reinforced Cement Concrete Chamber And Retaining Wall To Protect The
Tender Value
4.82 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
7 days left
EMD
9660
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bilaspur → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damages Of Fis Kothi Majher In Tehsil Sadar District Bilaspur (Sh: Construction Of Gi Pipe Pillar To Cross Gmserw Pipe Over Nallah And Construction of Reinforced Cement Concrete Chamber And Retaining Wall To Protect The Damaged Portion Of Kuhl In Village Luharda).Estimated Amount- 4,82,641/- Emd- 9660/- Time- Two Months
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation and trenches etc. in earth work in all lead and lifts in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock chiseling/wedging out of rock) where blasting is prohibited saturated soil including bailing/pumping out of water stacking the excavated soil in 15cm layers, when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. |
| 2 | Providing and laying cement concrete 1:4:8 (1cement: 4sand: 8 graded stone agg. 40mmnominal size) and curing complete excluding the cost of centring and shuttering in foundation and plionth and to the entire satisfaction of the Engineer-in-charge. |
| 3 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete working:- |
| 4 | Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge. |
| 5 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge. |
| 6 | Providing and laying cement concrete 1:2:4 (1cement: 2sand: 4 graded stone agg. 20mm nominal size and curing complete excluding the cos of form work and to the entire satisfaction of the Engineer-in-charge. |
| 7 | Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge. |
| 8 | Vertical surfaces such as wall any thickness in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 9 | Providing laying of tor steel reinforcement for RCC work including bending binding cutting and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge |
| 10 | Providing and laying cement concrete 1:5:10 (1cement:5sand: 10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work for plain / reinforcement concretge in retaining walls breast walls and to the entire satisfaction of the Engineer-in-charge. |
| 11 | Laying jointing and testing in trenches of 80mm dia galvanized mild steel tube confirming to IS: 1239-Part II with up to date amendments including tube fitting such as bends, tees, unions etc. complete and to the entire satisfaction of the Engineer-in-charge. |
| 12 | 125 mm dia |
| 13 | 100 mm dia |
| 14 | Steel work welded in built up section including cutting, hoisting fixing in position and applying a priming 159.56 coat of red lead paint in gratings framed guard, bars, ladders, railing brackets and similar works and to the entire satisfaction of the Engineer-in-charge. |
| 15 | Laying, jointing and testing in trenches of MSERW bevelled edge flanged/butt welded pipes excluding cost of flanged bends of all degrees conforming to IS/ISO 3183-2007 Grade L-290 or X-42 grade as per dimensions weight and test pressure mentioned there in code (mill tolerances to be restricted within 3%) a random length of 4m-7m. The M.S. flanges are to be provided 1% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965 & remaining 99% butt welded joints by considering minimum three layers. The welding of flanges to be done on both faces in two layers on outer face one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid for separately). The pipe shall have zinc coating inside and out side as per IS: 4736 in factory premises latest with upto date amendments. |
| 16 | GMSERW pipe 250mm dia 4.80mm thick Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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