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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accept |
| 2 | Accepted-Technical | Accepted-Technical Accept |
| 3 | Accepted-Technical | Accepted-Technical Accept |
Tender Value
₹20.0 L
EMD Value
₹37,555
Closing Date
14 Jan 2026, 11:00 amClosed
EE Nerwa
EE Nerwa
SH Repair of existing DT 75000 Ltrs cap Providing and fixing Zinc Aluminium circular sump well 10000 ltr. cap. etc Under CRF.
2026_HPIPH_125091_1
No-JSV-ND-CB-Tender/2025 7730-7779
Open Tender
Civil Works
Item Rate
180 days
Nerwa Division
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹37,555
19 Jan 2026
6 Jan 2026
14 Jan 2026
6 Jan 2026
14 Jan 2026
6 Jan 2026
Cutting in all kinds of earth such as pick work, blassting work, chiselling when when blasting is prohibited in soft/hard rock or such mixed or other veriety of soil of rocks etc. stacking of servicable matirial to specified diamenssions and dispossed of unservicable materiale at the place specified by Engineer in earth work and disposal of excavted earth with in all leads and lifts as per the direction of the Engineer in charge
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.
Excavation in earth work in all kind of soil stacking excavated soil in the plinth sides of foundation and then disposing of all surplus soil in all leads & lifts as directed by Engineer in Charge.
Providing and laying cement concrete 1:6:12 (1cement: 6sand: 12graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth./walls
Providing and laying cement concrete 1:3:6 (1cement:3sand:6graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth.
Providing and laying cement concrete 1:4:8 (1 cement: 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.
(ii) Wall (any thickness but not less than 0.1 m thickness) attached pilasters,buttresses, plinth and string courses etc. from top of foundation level up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.
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 and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. (a)3mm to 6mm stone chips/Bajri
Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete
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 and fixing Zinc Aluminum steel storage tank rising cap. 50000 Ltr cap. HDG Dome structure supporting dome roof of Zinc Aluminum including all fittings including 1No linear, heavy duty cage ladder GI . 1 No Nylon rope and aluminum step ladder, access hatch on roof, inlet, outlet and over flow nozzies, level indicator of material approved by STAC and warranty of 10 Years including fixing of three taps under the roof on out let pipe complete in all respect.
Laying in trenches GMS tube(LG) tube fitting and jointing complete (earth work in trenches to be measured and paid for separately) and asper the direction of the Engineer-in-Charge.
GI Pipe 32 mm dia.
Providing and fixing of wheel valve of superior quality including chamber complete of the following nominal bore.
Wheel Valve 32 mm dia.
Providing and fixing GI union of superior quality including chamber complete of the following nominal bore. 32mm
Carriage of Zinc Aluminum Tank road head to site of work
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.
Providing & Fixing 0.45mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coatig including Fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accessories as required as per the direction of Engineer-in-charge.
Providing ridges or hips 60 cm over all in plain with galvanised iron prepainted steel Sheet fixed J or L hooks bolts and nuts 8mm dia G.I Limpet and bitumen washers complete 0.60 mm thick sheet.
20 mm thick cement plasterin two coats , 15 mm and finisinhing coat 5 mm thick on rough side of brics/stone/concrete walls for interior plastering up to floor two level including arrisses, internal rounded angles, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in C.M 1:6 ( 1 cement : 6 sand )
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.
Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matters.
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.
Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in cm 1:4(1cement:4sand)conventiohal brick 2nd class
Dry brick /boulder filling round soak pit 2nd class with in all leads and lifts as per the directions of the Engineer in charge.
Providing and fixing vitreous China wash down water closet (European type. W.C. Pan) with integral 'P' or 'S' trap including jointing the trap with soil pipe in cement mortar 1:1 (1Cement : 1 Sand) (Seat and cover to be measured and paid for separately) Ordinary type.
Providing and fixing PTMT Coloured / white high density polyethlylene / poly propylene 10 liters cap. full flush European standard control low level flushing Cistern with fitting and within all leads and lifts and as directed by the Engin
P/F C.P. Soap dish with C.P. brass brackets fixed to wooden cleats With C.P. brass screws with in all leads and lifts as per the directions of the Engineer in charge.
P/F C.P. Brass Bib tap with capstan head(15mm dia) with in all leads and lifts as per the directions of the Engineer in charge.
P/F C.P. Angle cock 15mm dia within all leads and lifts as per the directions of the Engineer-in-charge,
P/F of PVC Elbow 15mm with in all leads and lifts as per the directions of the Engineer in charge.
P/F of PVC Tee 15mm with in all leads and lifts as per the directions of the Engineer in charge.
Laying PVC in wall. Ceiling including with in all leads and lifts as per the directions of the Engineer in charge .15mm dia(fiifteen milimetres)nominal size.
Providing and fixing in trenches 10 Kg.f/cum2 working pressure unplasticized P.V.C. pipe (Conforming to IS: 4985-1968) complete fittings (earth work in trenches to be measured and paid for separately):-
110 mm out side diameter.
Elbow 100 mm dia.
Door Bends
Plain bends
Collar
Floor Traps
Providing and Fixing antiskid water proof stain and impact resistent heavy duty vetrified tiles Nitco or equivelent (300 X 300 X 10 mm) manufactured of approved shade and colour treads of steps laid on a bed of 12 mm thick cement mortor 1:3 (1cement : 3 sand) finished with flush pointing in white cement mixed with pigment ofrequired shade to match the shade of tiles complete.
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
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