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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.4 LAccepted-AOC | L1 | Accepted-AOC Found technocommercially suitable | |
| 2 | L2₹17.0 L+₹2.5 L (17.4%)Rejected-AOC | L2 | Rejected-AOC Found technocommercially not suitable | |
| 3 | L3₹17.5 L+₹3.1 L (21.3%)Rejected-AOC | L3 | Rejected-AOC Found technocommercially not suitable |
Tender Value
₹14.5 L
Closing Date
9 Oct 2021, 3:00 pmClosed
GM(PCS)
O/O GM (PCS),Dhauliganga Power Stn.,Tapovan
Construction of Toilet and laying of water supply line for Surge Shaft of DGPS.
2021_NHPC_649841_1
NH/DG/Contract/858/2021-22/190 Dated24/09/2021
Limited
Civil Works
Item Rate
75 days
Dhauliganga Power station, Dharchula Pithoragarh
As per tender document
8 documents required · 8 mandatory
₹0
Exempted
17 Dec 2021
24 Sept 2021
13 Oct 2021
24 Sept 2021
9 Oct 2021
24 Sept 2021
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level : Cold twisted bars
Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers
Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth
Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together bymechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge. Profile B Fixing with adjustable lugs with split end tail to each jamb.
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
20 mm cement plaster of mix 1:6 (1 cement : 6 find sand)
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Finishing walls with water proofing cement paint of required shade.New work (Two or more coats applied @ 3.84 kg/10 sqm)
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
Providing and fixing wash basin with C.I. rackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap each 2510.45
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 20 mm dia. nominal bore
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps,i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 15 mm dia nominal bore
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore.
Providing and fixing uplasticised PVC connection pipe with brass unions 15 mm nominal bore
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : mm nominal bore
Providing and fixing brass stop cock of approved quality 20 mm nominal bore
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. Semi rigid pipe 32mmdia
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors.Sand Cast Iron S&S as per IS: 1729-100 mm inlet and 100 mm outlet
Providing and fixing U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110 mm dia
Providing and fixing U-PVC single equal Tee (with door) 110x110x110 mm
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.32 mm dia nominal bore
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 32 mm nominal bore
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
Umed Singh
Gajendra Singh Dhami
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