Tender For Lwss Patal Khad To Ruinja Dhar, Nagan, Baldhar, Bhile, Jodna, Lihat, Thana, Bag, Sopab, Chyog Mashpna In Gp Sari, Jodna & Jawag Chamrog In Tehsil Chopal Distt. Shimla Hp (Sh:- Removal Of Mud From S/Well At Stage Ist And Construction of Pro
Tender Value
12.38 Lakhs
Estimated cost
Bid Submission
31 Oct 2026
2 days left
EMD
24764
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shimla → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Lwss Patal Khad To Ruinja Dhar, Nagan, Baldhar, Bhile, Jodna, Lihat, Thana, Bag, Sopab, Chyog Mashpna In Gp Sari, Jodna & Jawag Chamrog In Tehsil Chopal Distt. Shimla Hp (Sh:- Removal Of Mud From S/Well At Stage Ist And Construction of Protection Back Side Of Well, Construction of Anchor Block At R/Main At Various Points And Laying, Fixing Jointing And Testing In Trenches Gi Pipes In R/Main Etc.) Under Pdna
BOQ
| Sl. No. | Item Description |
| 1 | Removal of slips in all kinds of soil( including saturated soil )but excluding boulders and rocky portion requiring blasting upto a distance of 20 metres disposing of un-serviceable materials, stacking serviceable materials and neatly dressing the surface. |
| 2 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. |
| 3 | Laying, testing & commissioning at site in trenches bevelled ended conforming to IS/ISO:3183-2007 latest having wall thickness & per Rmt. weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable and with uptodate ammendements (leak proof) in three layers at site of work welding rods of Advani/oerliken make/ISI marked (welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail please, tees, bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions and cutting of pipe wherever required as per site requirement including carriage in all leads & lifts and as directed by the Engineer-in-charge. The pipe shall have zinc coating inside & out side confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API- X 42 . The laying shall cofirm to BIS 5822-970 or latest with upto date ammendments to the entire satisfaction of Engineer-In-Charge. (Earth work & cost of MS Flanges after 100meter length shall be measured & paid for seperately.) including all leads, lifts and carriage of materials at site andas per direction and to the entire satisfaction of the Engineer-In-Charge. l) Dia of pipe 125 mm Stage 1st |
| 4 | Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge. |
| 5 | Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth. |
| 6 | Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge. |
| 7 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level |
| 8 | Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :- |
| 9 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. |
| 10 | Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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