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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.3 CrAccepted-AOC | ₹2.3 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹2.5 Cr+₹19.9 L (8.81%)Rejected-AOC | ₹2.5 Cr+₹19.9 L (8.81%) | 2 | Rejected-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹4.5 L
Closing Date
1 Aug 2022, 5:00 pmClosed
Executive Engineer
Executive Engineer, Uttarakhand Jal Sansthan, Ramnagar (Nainital)
Construction, Testing and Commissioning of Swaldeh West SVS Water Supply Scheme with Rising main, Distribution Main and Distribution Pipe Line, 150 KL Capacity OHT, Tube Well, Repairing of Pump House and FHTC etc. at Ramnagar Block District Nainital
2022_UKJS_46921_5
1338/E-Nivida/76 Dt 12.07.2022
Open Tender
Civil Works - Water Works
Item Wise
365 days
Ramnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Executive Engineer, UJS
₹4.5 L
Ramnagar
12 Sept 2023
19 Jul 2022
2 Aug 2022
19 Jul 2022
1 Aug 2022
21 Jul 2022
20 Jul 2022
Rates for Construction, Testing & Commissioning of Swaldeh West SVS Water Supply Scheme with Rising main, Distribution Main & Distribution Pipe Line, 150 KL Capacity OHT, Tube Well, Repairing of Pump House & FHTC etc. at Ramnagar Block District Nainital
(OHT capacity - 150 KL, Staging - 18m)
Supply of all Materials ,Labours ,T&P etc. and Construction of RCC O.H.T of following capacities (In Kiloliters) and 12m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 8MT/M2 staging 12.00 meter.
Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, shuttering, scaffolding T&P complete for following capacity (In Kiloliters) Over Head Tanks.
Construction of masonry type chamber for sluice valve Size as per type design 4 No.
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 thecost of centring and shuttering --All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
12mm Cement Plaster of mix 1:6 (1 cement : 6 fine sand)
560 mm diameter C.I, cover (heavy duty) the weight of the cover to be not less than 108 kg.
PUMPING PLANT AND ACCESSORIES FOR TUBEWELL
S/o Submersible pump set of 600LPM, 110Mt. head suitable for 300mm dia Assembly operating at 3 phase 50Hz AC supply.
S/o Control panel cum ATS starter complete with accessories suitable for 52 H.P.
S/o Submersible copper cable size 35 sq.mm.
S/o Main piping and valve with all accessories of 150mm size i.e. sluice valve 2 Nos., reflex valve 1No., Tee 1No., Bend D/F pipes and 150mm dia M.S. column pipe with top pipe in 3mt. Length, complete with interlocking arrangement 20Mt.
S/o Pressure gauge with fitting.
S/o Chain pulley block of 10.0 Tonne capacity 4 Mt. lift spur gear tested on 14.5Ton load.
S/o Chemical earthing material for 15 HP pumping plant including earth electrode, aluminium earth strip etc as per I.E. rules.
S/o Main Switch 300 Amp.
S/o Rubber Insulation sheet 1 Mt.x2 Mt.x .025Mt.
S/o 100 KVA fully automatic Servo Control Voltage Stabilizer suitable for regulating incoming voltage 320 to 480Volt , outgoing voltage 415Volt with change over switch and 3Core copper cable.
Supply and fixing of Electronic type dosing system complete with solenoid coil actuated pulsar circuit, diaphragm & electronically pulp capable of delivery max, 4LPH at 5.5kg./cm2 pressure operated 220Volt single phase A.C. Supply along with chemical injection device and 100Ltrs capacity of media tank complete with accessories.
Liquid Chlorine required for six month maintenance
S/o Chlorine Testing Kit
Spare for switch gear.
Supply of Special tools and spanners with 2 Nos. chain wrench.
Installation, Commissioning &Testing of pumping plant and all accessories.
lntelligent GSM based Mini Remote Terminal Units/PLC with analog and digital parameters and features as specified mini T.W. and transmit data on GSM backbone. GSM based wireless Communication system capable to transfer and gather data from remote sites to master Control Stations (Voltage, Current, Power factor, Pumping running Hour etc.) with 6 Amp. Automatic Voltage stabilizer including high and low cut and isolation transformer. Erection, testing and commissioining and modification of starter with AC and DC
RISING MAIN:
Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of following Rising Main Pipe, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Adore, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etccomplete.MSERWYst 210 grade Pipes 100 mm dia, 4.8 mm thick (Existing Tubewell to Proposed OHT)
Excavation in soil mixed with single boulders etc. requiring the use of special T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches. Assuming that 10% pipe line will be laid open, rest will be laid into the trenches. In Soil mixed with boulders and bajari
Medium Rock
Supply and fixing of following sizes of sluice valves including all T&P material for completion of work for following sizes for rising main. 100 mm dia. Cast steel Sluice Valve, W.P. 15 Kg/cm2
Supply and fixing of following sizes of reflux valves including all T&P material for completion of work for following sizes for rising main. 100 mm dia. Cast steel Reflux Valve, W.P. 15 Kg/cm2
Supply and fixing of following sizes of Air valves including all T&P material for completion of work for following sizes for rising main. 50 mm dia. Air Valve, W.P. 30 Kg/cm2
Painting on steel work with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade. Two or more coats on new work. External surface of MS ERW Pipe 100 mm.
Constructing masonry Chamber 1.2x1.20x100 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design.
Protection work
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge. In all kind of soil
Providing and laying Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications.
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
DISTRIBUTION SYSTEM
Providing, Supply and Carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including cost of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete. (G.I. Pipe Medium Quality) 80mm
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in charge - for bituminous road
DISMANTLING AND REINSTATEMENT OF C.C.ROAD 2808.00 sqm
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. 1:3:6 or richer mix. 1.00×1.00×0.20
Cement concrete 1:3:6 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. P.C.C.1:4:8 in base 1.00×1.00×0.10
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) P.C.C.1:2:4 in top 1.00×1.00×0.15
Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. (7609 X 1 X 1.25)
Constructing masonry Chamber for sluice valve/scour valve with a floating coat of neat cement complete as per standard design : With F.P.S. bricks 7 each
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 thecost of centring and shuttering --All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
12mm Cement Plaster of mix 1:6 (1 cement : 6 fine sand)
560 mm diameter C.I, cover (heavy duty) the weight of the cover to be not less than 108 kg.
Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks 1 Each
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 centring and shuttering --All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
12 mm cement plaster of mix 1:4(1 cement : 4 fine sand)
12mm cement plaster of mix 1:6 (1 cement : 6 fine sand)
560 mm diameter C.I, cover (heavy duty) the weight of the cover to be not less than 108 kg.
Electromagnetic flow meters (for Bulk pipe lines) Type :Remote mounted display 150 mm
Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 100 mm diameter
Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification) : 150 mm diameter
House Service Connection 353 nos
Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. Excavation =12.00x0.60x0.60=4.32 Cum
Providing of all materials, Carting from site store to site of work, Laying& Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. G.I. PIPE CONFORMING TO IS : 1239(PART-1) Medium Duty (Class 'B') 15 mm dia
Providing & fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore
Providing and fixing brass bib cock of approved quality :15 mm nominal bore
Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.
Shifting of Existing House Connections 109 nos
Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.
Providing,Supply and Carting , laying jointing (including cost of jointing materials like white lead, hemp and oil etc.) fixing and testing of M.S. galvanised screwed and socketed pipes (Medium quality)as per IS 1239(part-1)/2004 , specials and fittings, including cutting etc. complete. - For 15 mm pipe
Making connection with the existing G.I. pipe line of following dia including local cartage of required to site of work, cutting & threading of pipe, bailing out of water, making connection properly with fitting of specials, testing of joints, back filling, cleaning of site completly and returning of scrap material to local store but excluding cost of pipe and specials. - (15-25mm)
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main.Specials
G.I. Union 15mm
Nipple 15mm
Support structure for strouthering of FHTC Connections By using Brick Work with Plastering or by using PVC pipe 80mm dia filled with concrete as per direction of Engineer in charge
DUTY ROOM WITH TOILET &STORE SIZE- 3.0MX2.50M
Earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) including disposal of excavated earth within a lead of 50 m & lift up to 1.5 mtr. Disposal earth to be leveled and neatly dressed. Excavation in all kind of soils. (Site development)
Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr incl. getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kind of soils.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement- all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size)
Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete.
Centering and shuttering including strutting, roping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide circular in shape. Foundation raft & tie beams
Columns
Beams
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 In foundation up to plinth
in superstructure
Half brick masonry laid in 1:4 cement and sand mortar.
40mm thick DPC in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar.
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitered and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
Providing and fixing M.S. grills of required pattern in frame fixed to windows, ventilators by welding.
Cement concrete flooring 40mm thick with 20 mm nominal size stone aggregate in1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry.
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm 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. angles 40x40x6 mm for diagonal braces.
Providing and fixing glass strips in joints of cement concrete floors 40 mm wide and 4 mm thick.
Provide 15 mm thick plaster in 1:4 cement and sand mortar (Rough &.plain both sides)
Provide acrylic smooth exterior paint (two or more coats) to give an even shade.
Painting on doors and windows (two or more coats) over and including one priming coat.
Supply and fixing of 4mm thick plane glass panes on window's including supply of nails and putty etc all complete.
Protection work
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge. In all kind of soil
Providing and laying Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications.
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Sanitary Items
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 liter 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.
Providing and fixing wash basin with C.I. brackets, 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 required. White Vitreous China Flat back wash basin size 450x 300 mm with single 15 mm C.P. brass pillar tap
Providing and fixing G.I. pipes complete with G.I. fittings and clamps/c cutting and making good the walls etc. Internal work 15 mm dia nominal bore
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore
Supply and fixing of PVC pipes for waste water and sewer pipes. 75 mm diameter
110 mm diameter
BOUNDARY WALL AND GATE : Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site.76m
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 centring and shuttering -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand)
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)
Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing
Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.
Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire 9.38 kg per 100 m (minimum) between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately):- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire.
Supplying at site Angle iron post & strut of required size including bottom kilogram 73.30 41121 to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. Size 50×50×6mm
Supply of all labour, materials, and T&P etc and privide 3.6 m wide M.S. gate with pillars as per departmental type design, at proposed water works site.1no.
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 centring and shuttering --All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I, rain 100 mm diameter
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using Mild Steel and Medium /Tensile Steel Bars
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
12mm thick Plaster in mix 1:6 (1 cement : 6 fine sand)
Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing
Providing and Fixing of 40 mm dia G.I. conduit pipes including specials, cutting & threading etc. including supply of all materials, labour T&P etc. required for proper completion of the work.
Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as permanufacturers specifications Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and sq.m 3,452.80 43722 diagonal braces of 40x40x6mm angle iron, 3mm M.S. Gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer.
Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.
Provide and fixing glass panes of 28 cm × 10 cm. (2Nos.)
Supply of all labour, materials, and T&P etc and privide 1.2 m wide wicket gate with pillars as per departmental type design, at proposed water works site.1no.
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 centring and shuttering --All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I, rain 100 mm diameter
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works.
Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing
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 1-10-5-1 Using M.S. angels 40x40x6 mm for diagonal braces.
Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
CARTAGE OF MATERIALS
Cartage of G.I. Pipe, Specials and valves from Kathgodam rail head to the site of work by truck from to nearest road head. 623.91 QtlByPakka Road 15 km By Pucca road
By Kachcha road (Add 33% extra w.r.to Pucca road) Cartage of Pipe, specials etc. from road head to site store at an average distance of by Head load. 623.91Qtl By Head Load 1 km
M/S C.K. ENTERPRISES
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