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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Eligible |
| 2 | Accepted-Technical | Accepted-Technical Eligible |
| 3 | Accepted-Technical M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | Accepted-Technical Eligible |
Tender Value
₹15.7 L
EMD Value
₹31,352
Closing Date
24 Nov 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE JSD Katrain
JSD Katrain
SH Providing supplying and fixing of Monoblock pump with accessories in booster stage, Co RCC outlet chamber, laying, jointing testing of HDPE pipe, CO RCC circular sump well, CO Anchor block for raising main CO PCC retaining wall
2025_HPIPH_120423_1
6347-97 dated 13.11.2025
Open Tender
Civil Works
Item Rate
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE JSD Katrain
₹31,352
5 Dec 2025
13 Nov 2025
24 Nov 2025
13 Nov 2025
24 Nov 2025
13 Nov 2025
Providing and supplying of monoblock pumping set (Horozontal type for installation in sump well on suction side of main pumping macninery) of KSB/Kirloskar/Crompton/BS/Angel/ all approved make confirming to to latest relevant BIS code. The pump should be fitted with close impellers of suitable alloy as per BIS 8034-2002 latest suitable for clear water having greased packer bearing & shaft with bound starter on motor side & with shaft protection sleeve on pump side ensuring better life for shaft confirming to BIS specification suitable for operation on data given below within all lead and lifts as per satisfaction and direction Engineer - in- charge.
Total head: 30 mtrs.
Discharge: 10 LPS
Providing and fixing M.S. base plate for suitable pump and motor within all lead and lifts as per satisfaction and direction Engineer - in- charge.
Providing & supplying of control panel with required accessories for motor offered above and complete with shaft and angle iron fabricated dully painted and complete internal wiring and comprising of break starter MCB of suitable AMP, TP voltmeter, ammeter, ON/OFF push buttoon, phase indicating lamps, water level guard and single phase preventer, including carriage of material within all lead and lifts as per satisfaction and direction Engineer - in- charge.
Providing and supplying of 4mm² 3 core copper cable to monoblock pump set as per BIS 694-1990 (latest with upto date amendments) of Havells/Finolex/all approved make including all other electrical equipment such as thimbles, flexible pipes, solder, nuts & bolts and gland dori etc. complete within all lead and lifts as per satisfaction and direction Engineer - in- charge.
Providing and fixing of monoblock accessories including all other fitting clamps, G.I. bend, C.I. hose collar, foot valve etc. complete within all lead and lifts as per satisfaction and direction Engineer - in- charge.
Providing and fixing 100mm dia PVC suction piping workfor delivery pipes suitable to pumps offered respectively complete with all specification such as bends, tees and reducers. Increase matching with the relevant specifications of the accessories and required number of nuts and bolts as per IS1364-1983. The pipes fitting and joints shall be as per relevent IS code & to withstand 1.5 times total head complete within all lead and lifts as per satisfaction and direction Engineer - in- charge.
Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction of Engineer-in-charge with in all leads and lifts.
Providing and laying cement concrete 1:3:6 (1cement :3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth.
Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1½ sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts.
Foundations , footings bases of columns and the like and mass concrete work complete in all respect.
Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect.
Providing and placing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including cost of binding wires and carriage of materials upto all leads & lifts as per the direction & entire satisfaction of Engineer-in-charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts.
Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like
Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. Upto 200mm in thickness including all leads and lifts etc. complete in all leads and lifts.
Random rubble masonry/polygonal rubble masonry un coursed/brought to courses with hard stone of approved quality in foundation and plinth including leveling up with cement con.1:6:12 in Cement mortar 1:6(1cement : 6sand) with in all leads and lifts as per the direction of Engineer-in-Charge.
Stone soling dry hand packed properly tightly hand packed under floor in all leads and lifts.
Steel work welded in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint in gratings framed guard bars ladders railing brackets and similar works in all leads and lifts.
Providing and fixing corrugated GI sheet roofing fixed with galvanised iron J or L hooks bolts and nuts 8mm diameter with bitumen and G.I. limpet washers filled with white lead complete excluding the cost of purlins refters and trusses complete in all respect in all leads and lifts.
Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc. complete. 300x16mm
Providing and fixing aluminium tower bolts (berrel type) anodized trans parent or dyed to required shade and colour with screws etc. complete. 200x10mm
Providing and fixing aluminium handles anodized transparent or dyed to required colour & shade with necessary screws etc. complete. 100mm
Providing and laying cement concrete 1:4:8 (1cement :4 sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth.
Laying, jointing and testing of HDPE pipes in trenches to required grades as per IS: 4984-1995 latest with up to date amendments of following OD pipes, material grade and class of pipes. The jointing of pipes should be done by way of butt fusion welding as per relevant IS code and specifications including all fittings and accessories complete in all respect.(L.R.)
200mm dia PE-80, PN-6.0
Laying, jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of G.I. pipe of following dia meters confirming to IS1239-2001(latest with upto date amendments) having wall thickness as specified below with bevelled/plain ends in a random length of 4 to 7 meters, including manufacturing reducers/tapers, all short pieces, bends etc. as per site requirements made from parent tubes. The laying of pipe will include all operation such as cutting, welding and jointing, fabrication of bends, tees, etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made from the parent tube during welding or otherwise shall be provided anticorrisive treatment by applying two coats of anticorrosive bituminous paints over a priming coat as per AWWA specifications C-203-1978. The welding electrods 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 complete to the best satisfation & direction of Engineer in charge with in all leads and lifts(Earth work in trenches will be measured and paid for separately) (Labour rate)
150mm dia
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