Tender For Restoration Of Rain Damages To Lwss Mewa Bamson Project In Tehsil Bhoranj Distt. Hamirpur Hp (Sh:-Replacement Of Rising Main At Valuenreable Rd,S Providing, Laying, Jointing And Testing Of Gi Pipe In Gravity Main And Construction of Anchor
Tender Value
3.43 Crore
Estimated cost
Bid Submission
17 Jul 2026
5 days left
EMD
4.18 Lakhs
Bank guarantee accepted
Document Fee
7000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hamirpur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damages To Lwss Mewa Bamson Project In Tehsil Bhoranj Distt. Hamirpur Hp (Sh:-Replacement Of Rising Main At Valuenreable Rd,S Providing, Laying, Jointing And Testing Of Gi Pipe In Gravity Main And Construction of Anchor Blocks At Various Rd,S)(Under Pdna)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in all kinds of soil in hilly area by mechanical means including cutting, trimming of sides slope and disposing of excavated earth with a lift upto 1.50 mtr and lead upto 20 mtr as per direction and to the entire satisfaction of engineer- in -Charge. |
| 2 | Excavation in foundation and trenches etc in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge. |
| 3 | Providing, Laying,jointing and testing in trenches ( to level or grade) of GMSERW pipes 95% butt welded and 5% flanged jointing including cost of bends of below mentioned diametre conforming to IS 3183-2007 of steel grade and wall thickness as specified suitable to withstand required hydraulic test pressure including fixing of required number of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS : 2712-1998. complete in all respects to entire satisfation of Engineer-in-Charge. The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as jointing including flushing , cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer- in- Charge including entire carriage of materials upto all leads and lifts. ( Earth work in trenches, jointing i.e. flanged and butt welded will be measured and paid for seperately)The pipe shall be zinc coated on innter & outer face as per IS: 4736-1986 with upto date ammendments complete in all respect including DPT test for joints & manual/ mechanical handling of pipes. The bends of all degree to be made from parent tube confirm to BIS 5822 with latest ammendments upto date & complete in all respects. |
| 4 | Booster Stage |
| 5 | 250mm dia GMSERW Grade L-210 or Wall thickness 4.8mm P/well to Sump well. |
| 6 | Jakhu to Bouru P/House |
| 7 | 450mm dia GMSERW Grade L-415 or X-60, Wall thickness 4.8mm RD - 7700-8050 |
| 8 | Bouru to Uhal |
| 9 | 450mm dia GMSERW Grade L-415 or X-60, Wall thickness 7.10mm RD -1530-1780 |
| 10 | 450mm dia GMSERW Grade L-415 or X-60, Wall thickness 4.80mm RD -7100-7480 |
| 11 | Matlana to Sanagroh |
| 12 | 250mm dia GMSERW Grade L-210, Wall thickness 4.80mm RD - 1250-1690 |
| 13 | Matlana to Awahdevi |
| 14 | 400mm dia GMSERW Grade L-415 or X-60, Wall thickness 5.60 mm RD - 1250-1690 |
| 15 | Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end GMS pipe in three layers (one inner and two outer) with pipes at both ends to make the joint leak proof (The cost of providing and laying of GMS pipes and butt welded joint to be measured and paid for separately). The welding of flanges should conform to IS: 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364 including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer in Charge with in all leads and lifts. |
| 16 | Booster Stage |
| 17 | 250mm dia MS flange table-5. |
| 18 | Jakhu to Bouru P/House |
| 19 | 450mm dia MS flange table-23 |
| 20 | Bouru to Uhal |
| 21 | 450mm dia MS flange-Table-28 |
| 22 | 450mm dia MS flange-Table-23 |
| 23 | Matlana to Sanagroh |
| 24 | 250mm dia MS flange table-17 |
| 25 | Matlana to Awahdevi |
| 26 | 400mm dia MS Flange Table- 28 |
| 27 | Providing Circumferencial Butt welded joints by electrical welding of following dia GMSERW/GI pipe, welded in requsite number of weld runs in three layers (one inner two outer) so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.30mm of Advani Oerlikon (Adore) CITOJETE/ESAB make conforming to IS 814-1991, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts with die penetrtion test to the entire satisfaction of Engineer in charge. |
| 28 | Booster Stage |
| 29 | 250mm dia GMSERW Grade L-210 or Wall thickness 4.8mm P/well to Sump well. |
| 30 | Jakhu to Bouru P/House |
| 31 | 450mm dia GMSERW Grade L-415 or X-60, Wall thickness 4.8mm RD - 7700-8050 |
| 32 | Bouru to Uhal |
| 33 | 450mm dia GMSERW Grade L-415 or X-60, Wall thickness 7.10mm RD -1530-1780 |
| 34 | 450mm dia GMSERW Grade L-415 or X-60, Wall thickness 4.80mm RD -7100-7480 |
| 35 | Matlana to Sanagroh |
| 36 | 250mm dia GMSERW Grade L-210, Wall thickness 4.8mm RD - 1250-1690 |
| 37 | Matlana to Awahdevi |
| 38 | 400mm dia GMSERW Grade L-415 or X-60, Wall thickness 5.60mm RD - 1250-1690 |
| 39 | Providing form work with steel plates3.15 mm thick welded with angle iron in frame30x30x5mm soas 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 4.00 mtrs. And removal of the same for in situ reinforced and plain concrete work in:-Vertical surfaces |
| 40 | Providing laying Cement concrete 1: 2: 4 (1cement:2 sand: 4 graded stone aggregate 20mm nominal size) & curing complete e/c cost of form work & reinforcement for rcc work in wall i/c attached, buttresses,pillasters & their caps & bases &string courses etc. upto floor two level complete in all respects. |
| 41 | Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel in all leads and lifts. |
| 42 | Providing, Laying, jointing and testing in trenches galvanised mild steel tube medium class of plane ended complete in all respects (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge as per IS:1239 with latest ammendments. |
| 43 | Gagedi tank to Gharan tank 65mm dia |
| 44 | Awahdevi to Utamber tank 50mm dia |
| 45 | Awahdevi to Dhraun tank 80mm dia |
| 46 | Sangroh to Panjot ( Gravity Line) 150mm dia |
| 47 | Providing Circumferencial Butt welded joints by electrical welding of following dia GMSERW/GI pipe, welded in requsite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.30mm of Advani Oerlikon (Adore) CITOJETE/ESAB make conforming to IS 814-1991, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts with die penetrtion test to the entire satisfaction of Engineer in charge. |
| 48 | Gagedi tank to Gharan tank 65mm dia |
| 49 | Awahdevi to Utamber tank 50mm dia |
| 50 | Awahdevi to Dhraun Tank 80mm dia |
| 51 | Sangroh to Panjot ( Gravity Line) 150mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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