Tender For Renovation Of Lis Banoh In Gp Kharahatti Tehsil Arki District Solan Hp (Sh:- Replacement Of Rising Main Providing Laying & Joinint Hdpe Pipe Of Various Dia In Distribution System And Construction Of Reinforced Cement Concrete Out Let Chamb
Tender Value
Ref. Documents
Estimated cost
Bid Submission
14 Sep 2026
4 days left
EMD
61000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Solan → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Of Lis Banoh In Gp Kharahatti Tehsil Arki District Solan Hp (Sh:- Replacement Of Rising Main Providing Laying & Joinint Hdpe Pipe Of Various Dia In Distribution System And Construction Of Reinforced Cement Concrete Out Let Chamber 25 Nos.) Under Dmft
BOQ
| Sl. No. | Item Description |
| 1 | Excavation drain & channels etc. earth all classification of earth work such as pick work jumper work pumping out water blasting softs /hard work in all same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking , timbering and dewatering wherever required , stacking usable and unusable material/ soil separately and after laying jointing and testing pipes, returning the usable soil in 15 Cm layers by ramming and watering and then desposing off all surplus excavated soil/ unusable material as directed within all leads and lifts including restoration of unmateled/ mateled surfaces top its orinal condition including cost of diversion of of trafffic, night signal boards, fixing of caution boards, crossing over trenches for acces to houses, fencuing etc. complete in all respects within all leads and lifts as per the directions of Engineer in Charge. |
| 2 | Providing laying & jointing high density polyethylene pipe with fussion welding process for buried water means and services duly ISI marked (IS-4984-1995) as amended upto date in the following dia material grade PE-100 pressure raiting of various dia including all leads and lifts carriage of materials at site as directed by the Engineer-in charge |
| 3 | 160mm dia PN-8 |
| 4 | 125mm dia PN-6 |
| 5 | RISING MAIN:- Laying & jointing , testing & commissioning at site in trenches bevelled ended BIS marked GI pipe confirming to relevent codes IS-1239-2004 & specification its equivalent latest with up to date ammendments of following dia 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's 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 with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge .In rising main 99% jointing shall be butt welded remaining 1 % shall be flanged suitable M. S. plate flange of appropriate flange table. In addtion flanged may also be provided where are to be necessary provided in rising main. |
| 6 | RDs. Length Pipe Dia weight kg/mtrs. Class Wall thic. From to in mtrs. |
| 7 | 0 to 300 300 150mm 21.30 Kg GMS (HC) 5.40mm |
| 8 | Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to API/ MSERW after every 100 mtr. pipe or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect in all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 9 | RD Length (In mtrs.) ( dia inmm) Flange table. |
| 10 | 0 to 300 300 150mm T-5 |
| 11 | Excavation in foundation, trenches etc. earth work in all type of soil such as pick work, jumper work, blasting work kankar,moorum singles including decomposed soft and hard rock etc. upto all heights stacking the excavated earth not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths and sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth upto all leads and lifts as directed by the Engineer in charge complete in all respects. |
| 12 | Providing and laying cement concrete 1:4:8(1 Cement :4 Sand : 8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including all carriage of materials upto all leads and lifts complete in all respects. |
| 13 | Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in. |
| 14 | Foundation and plinth complete in all respects. |
| 15 | Walls any thickness (but not less than 0.10meter thickness including attached pilasters,buttresses plinth and string courses etc. from top of foundationlevel upto floor two level including all leads and lifts etc.complete in all respects |
| 16 | Providing form work with mild steel plates 3.15 mm 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 to ceiling not exceeding 4 meters and removal of the same for insitu reinforced concrete work and plain concrete work in :- |
| 17 | Vertical surfaces such as walls(any thickness )partition and the like including attached pillasters, buttresses plinth and string courses and like including all leads and lifts etc. complete in all respects. |
| 18 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level including cost of binding wires and carriage of materials upto all leads and lifts complete in all respects. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysSep 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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