Tender For Restoration Of Rain Damages To Lwss To Pjlngmc And Hospital At Sarol In Tehsil And Distt. Chamba (H.P) (Sh:- Laying, Jointing And Testing Of G.I Pipe 125Mm (Mg) And 150Mm (Mg) At Various Rds, Construction of R/Wall, Construction of boundar
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 Oct 2026
4 days left
EMD
50715
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chamba → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damages To Lwss To Pjlngmc And Hospital At Sarol In Tehsil And Distt. Chamba (H.P) (Sh:- Laying, Jointing And Testing Of G.I Pipe 125Mm (Mg) And 150Mm (Mg) At Various Rds, Construction of R/Wall, Construction of boundary wall Construction of Anchor Blocks And Cement Concrete Around Mbr And Repair Of Trench Weir And Providing And Fixing Of Turbidity Sensor 1 No.)
BOQ
| Sl. No. | Item Description |
| 1 | Excavated in earth work and disposal of all excavated earth such as pick work jumper work, blasting wprk in hard/soft rocks i/c dewatering in saturated soil up to all leads and lift disposed earth to be levelled and neatly dresses with in all leads and lift as Per directed by the Engineer-in-Charge. |
| 2 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 3 | Providing/laying wire crates made of G.I wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid separately) G.I wire 5mm thick corresponding to SWG-6 15cmx15cm mesh with in all leads and lifts as per direction of the Engineer-in-Charge. |
| 4 | Wire crate of GI Wire filled with boulder with square cut faces against the wire ( Wire crate to be measured and paid for separately) with in all leads and lift to the entire satisfaction of Engineer in charge. |
| 5 | Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- |
| 6 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. |
| 7 | Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. |
| 8 | Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. |
| 9 | Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge. |
| 10 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- |
| 11 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 12 | BRICK WORK USING COMMON BURNT CLAY BUILDING BRICKS(IInd CLASS) IN FOUND. & PLINTH IN 1:6 (1CEMENT:6 SAND) IN FOUNATION & PLINTH.with in all leads and lifts as per the directed of the Engineer-in-Charge. |
| 13 | Stone soling properly hand packed filling interstices consolidatimg with spalls and murrum or earth etc 100mm spread thickness (finished work including materials and labour complete in all respect with in all leads and lifts as per direction of the Engineer-in-charge. |
| 14 | Hiring of excavator cum loader for removal of slips in all kinds of soil and disposal of all excavated earth and un serviceable material from the road surface up to all leads and lifts and up all heights and dpths as per the direction & entire satisfaction of engineer in charge. Any loss to the public/ Private properties orany accident etc. happened during the course of hiring period/ execution shall be the absolute responsibilities of the JCB Excavator owner, which shall have to fully compensated by the contractor in all case. The fuel and operational staff for machine will be provided by the owner, repari and spare, watch and ward of the machine will also be borne by contractor owner, The daily log book will be maintained at site which shall be duly varified by the engineer in charge. |
| 15 | Placing of mild steel/tor steel (reinforcement for RCC work) including bending, binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge. |
| 16 | Steel work welded in built-up section,trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint in grating, framed guard bar, ladders, railing, brackets and similars work with in all leads and lifts as per the direction of Engineer-in Charge. |
| 17 | laying, jointing with circumfrential butt welded joints by electrical arc welding ( welding thickness shall be equal to pipe wall thickness) GI flanged pipes after every 100 mtr of pipe of following diametr .Conforming to IS 1239-1990 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers , all short pieces, etc. as per site requirement made from parent tubes.The M.S. Flanges are to be provided 5% of total joints and remaining 95% joints with butt welded joints as detailed below.(Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer in charge. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. |
| 18 | GI pipe 150mm dia (MG) with flange table -5 |
| 19 | GI pipe 125mm dia (MG) with flange table -5 |
| 20 | Providing and welding MS flanges @ 5% of joints confirming to following table as oer IS 6392-1971 (latest with upto date amenments) with plain end GMS/MSERW pipe in requiste number oflayers on both faces to make the joint leak proof ( the cost of providing and laying of MSERW pipes to be measured and paid for seprately) the welding of flanges should confirm to IS 816-1969 with electrod as per IS 814-1991 and required number of nuts and bolts confirm to IS 1364 including cost of gasket sheet not less than 3.00 mm confirm to IS 2712-1998. the work shall be done to the entire satisfaction of Engineer in charge with in all leads and lifts. |
| 21 | GI pipe 150mm dia (MG) with flange table -5 |
| 22 | GI pipe 150mm dia (MG) with flange table -5 |
| 23 | Providing and Supplying of cast iron sluice valve of following dia of Leader make IS 14846/2000 with stainless steel spindle duly ISI Marked Flanges as per IS: 1538 Class P.N. 1.6 within all leads and lifts as per the direction of Engineer in Charge. |
| 24 | 150 mm dia . |
| 25 | Providing and fixing of Turbidity sensor make Emerson (USA)/ Tethys (France)/ E&H (Switzerland) complete in all respect as per direction of Engineer-in-Charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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