Tender For Restoration Of Rain Damages Of Mlip To Changer Area From Ahc In Tehsil Shri Naina Devi Ji Distt. Bilaspur (Sh: Dismentling/Relaying And Testing Of Di Pipe 150 Mm Dia For Shifting Existing Pipe And providing and laying Jointing And Testing
Tender Value
4.88 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
3 days left
EMD
9770
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 Mlip To Changer Area From Ahc In Tehsil Shri Naina Devi Ji Distt. Bilaspur (Sh: Dismentling/Relaying And Testing Of Di Pipe 150 Mm Dia For Shifting Existing Pipe And providing and laying Jointing And Testing Of 200 Mm Dia Di Pipe And Construction of Reinforced Cement Concrete Pillars For Crossing Damaged Portion At Village Nand Behala (Toba) Near Head Of Sh. Bachnau Ram).Estimated Amount- 4,88,048/- Emd- 9770/- Time- Two Months
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation and trenches etc. (in pipes and pits) 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. |
| 2 | Pick jumper work |
| 3 | Pick work |
| 4 | Removal of slip in all kind of soil including saturatged and but excluding boulders and roky portion required blasting upto a distance of 20 mtrs disposing of un-serviceable material stacking serviceable material complete in all respect |
| 5 | 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 ame 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. |
| 6 | MSERW pipe 200mm dia in RD 855 to 885 |
| 7 | Re-Laying, jointing and testing in trenches centrifugally cast (Spun) ductile iron pipes conforming to BIS 8329-2000 (Latest with up to date amendments) in a length of 5.50 mtr class K7 with cement mortor lining in side duty ISI marked including cost of Tyton(Push on joints) fitting including testing of joints and rubber gasket(SBR quality) conforming to IS-92820-1989(Earth work in trenches to be measured and paid for separetely) in all leads and lifts |
| 8 | DI pipe 200mm dia in toba line RD 750 to RD 855 |
| 9 | DI pipe 150mm dia in toba line RD 1105 to 1335 |
| 10 | Dismentalling in trenches centrifugally cast (Spunj ductile iron pipes conforming to BIS 8329-2000( Latest with up to date amendments) in a length of 5.50 mtr class K7 with cement mortor lining in side duty ISI marked including cost of Tyton(Push on joints) fitting including testing of joints and rubber gasket(SBR Quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separetely) in all leads and lifts. |
| 11 | DI pope 200mm dia in Toba line RD 750 to RD 555 |
| 12 | DI pipe 150mm dia in Toba RD 1105 to RD 1335 |
| 13 | Providing and laying flanged C.1./D.I standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per 18: 1538: Up to 300 mm dia & Over 300 mm dia |
| 14 | 200mm dia bend 22.5 degree 4 Nos 54kg each |
| 15 | 150mm dia bend 22.5 degree 7 Nos 48kg each |
| 16 | Providing and supplying rubber gasket rings of approved quality for 200 mm and 150mm dia. Ductile Iron (DI) pipes suitable for push-on joints, made of EPDM/SBR rubber conforming to 18: 5382, including all taxes, loading, unloading, transportation and complete as per direction of Engineer-in-Charge. (LS) |
| 17 | 200mm dia bend 22.5 degree 4 Nos 54kg each |
| 18 | 150mm dia bend 22.5 degree 7 Nos 48kg each |
| 19 | Providing circumferencial Butt welded joints by electrical arc welding to GMS/MSERW pipe, welded in requisite 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 conforming to IS:814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge |
| 20 | 150mm dia DI pipe |
| 21 | 200mm dia DI pipe and MSERW pipe |
| 22 | Providing and laying ciement concrete 1:4:8 (1cement: 4sand: 8 graded stone agg. 40mm nominal size and curing complete excluding the cost of centring shuttering in foundation and plinth |
| 23 | 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 ballies, height of propping and cent ring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in:- |
| 24 | 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 |
| 25 | Providing and laying cement concrete 1:2:4(1Cement: 2 Sand: 4 Graded stone aggregate 20 mm nominal 6.6 size) & curing complete excluding the cost of form work |
| 26 | 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. 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 · 3 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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