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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical VILLAGE FANDHAR PO KALHANI TEHSIL BALICHOWKI DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | Accepted-Technical Accept |
| 2 | Accepted-Technical | Accepted-Technical Accept |
| 3 | Accepted-Technical | Accepted-Technical Accept |
Tender Value
₹21.5 L
EMD Value
₹42,929
Closing Date
18 Mar 2026, 11:00 amClosed
EE Nerwa
EE Nerwa
SH CO RCC Intake Chamber Laying of Rising Main and PM Replacement of filter media and Repair of Pump House and CO Laying of GMS Tube of various dia. etc.) Under CRF
2026_HPIPH_131076_1
No-JSV-ND-CB-Tender/2026 9506-9555
Open Tender
Civil Works
Item Rate
90 days
Nerwa Division
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹42,929
23 Mar 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
Providing and installation of submersible pump confirming to ISS9034-1976 along with a directy coupled submersible type squrrile cage electric induction motor suitable for operation on 415-+10% volts 3 phase 50 cycles AC supply water lubericated bearing i/c Supply and fixing of control panel complete with sheet and angle iron fabricvated dully painted and complete with intermal wiring and comprising of air break star delta starter complete with GPSM system to operate through mobiles main switch of suitable amperage T.P. Volt meter an meter phase indicate , Supply and fixing of submersible cable sets 6mmsqmt( 50m length ) Providing and fixing of reputed make of 65mm cast Steel double flanged cast steel reflux valve 1 no of various dia. with req. accessaries in 65 mm dia,rope wire 4mm dia suitable to bear the wight of submersible motor pump set and GI pipe etc including entire carriage of material and supporting clamps submersible set including entire carriage of material upto all leads and lifts. ( Stage 1st 2X3HP) Static Head = 30M Discharge =3.00 LPS
Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
Laying ,jointing, with circumferential butt joints by electrical arc welding (Welding thickness shall be equal to pipe wall thickness) and testing of G.I Pipe of Jindal/Surya Roshani /Tata/AST or of approved rate contract of DGS and D / HP Govt make of following diameter confirming to IS:1239:1990 (Part-ii) (latest with up to date amendments having wall thickness as specified below capable of withstanding required test pressure , including manufacturing and fabrication of reducers taper all shorts pieces, bends etc as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints duly welded in three layer (Two inner and one outer) Where ever required as per direction of Engineer in charge (Earth work in trenches and the cost of flanges I/C nut and bolts gasket will be measured and paid for separately) and all operation such as cutting welding and jointing fabrication of bends tees i.e lowering and laying in excavated trench to ensure required level including flushing cleaning and hydraulic testing complete in all respect to the entire 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 welding electrodes shall be as per IS 814 of Advani Overlikon/Over cord s/s make.The damaged portion of the pipe and all specials (if damaged during laying and jointing operation of pipe ) made from the parents tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paints over a priming coat as per AWWA specification C-203-1978. The rates also includes entire carriage of material ,flushing, Cleaning and Hydraulic testing,DP test of butt welded joints complete in all respect and to the entire satisfaction of Engineer in charge with in all leads and lifts. (Stage 1st )50mm dia
Supply of Horizental spindle, horizental split casing Single/Multistage centrifugal pumps of standard make such as KSB/Mather & Platt/Jyoti/Kirloskar conforming to BIS 1520-1980 (latest with upto date amamendments) read with BIS 9137-1978 or latest to handle clear water having turbidity 50 ppm. with impellers, casing ring & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate to Kirloskar/NGEF/Crompton/Siemen/Jyoti slipo ring/squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below Motor Make: Kirlosker.60 HP. Stage -2nd
Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth.
Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-
foundation footing and bases of columns & like mass concrete.
Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.
Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge.
In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level
Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-
Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.
Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness.
Edge of slab and break in floor 20 cm wide
Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete
Steel work welded in built up sections, trusses and framed work including cutting hoisting Fixing in position and applying a priming coat of red lead paint :-
In trusses and trussed purlings in buildings.
Excavation in earth work and disposal of all excavated earth upto all leads and lifts. Disposing earth to be levelled and neatly dressed pick jumper work within all leads and lifts and as directed by the Engineer-in-charge.
Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge.
White washing with lime on undecorated wall surfaces (two coats) to give an even shade including thoroughly brooming the surface to remove all dirt dust mortor drops and other foreign matter.
Supplying and Fixing woven plains G.I wire fencing of mesh 50mm to 150 mm to any type of standard rails ,strainging bolts etc. including provision of binding wire, staples etc.
Supplying of various materials for pump house.i)Tool Kit with all accessory etc.(ii) Bearing puller, insulation gloves & gress gen iii) Steel / C.I.chairs,Poly table
Painting two coats deco paint on RCC Work including cleaning all dirt, dust and other foreign matters other than white paint.
Laying and jointing in treanches GMS tube the same as per entire satisfication of Engineer - in - Charge.
15 mm Dia (L) S/S
20 mm Dia (L) S/S
25 mm Dia (L) S/S
40 mm Dia (L) S/S
50 mm Dia (L) S/S
65mm Dia (L) S/S
Lifting of Filter media from existing filter tank and stacking the same in with in all leads and lifts as per the direction of the Engineer - Incharge.
Bootem layer broken stone 50 mm to 75 mm
Bajari 20 mm to 25 mm
Bajari 6 mm to 60 mm
Course 3 mm to 6 mm
Fine sand 0.2 mm to 0 .4 mm
Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts.
Bootem layer broken stone 50 mm to 75 mm
Bajari 20 mm to 25 mm
Bajari 6 mm to 60 mm
Course 3 mm to 6 mm
Fine sand 0.2 mm to 0 .4 mm
Providing and fixing cast iron double flanged sluice valve of class II 65mm dia of leader/ Behl Kirlsker/GIED/ Kilburn/Fouress make n suction side as per the relevent IS code.C.I 65mm dia.
Providing/Fixing PVC Sheet over Filter Bed i/c cutting, binding and placing in position with in all leads and lift as per the direction of Engineer in Charge.
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