Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Eprocure
Opening Date4 Dec 2021
Closing Date15 Dec 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 4,720Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_UKJS_39498_2Bid Award Id
ViewTender No
1438/Nivida/2021-22 dated 26.11.2021Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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.
600000
-
-
Construction of masonry type chamber for sluice valve Size as per type design (Asper attached unit estimate)
3
-
-
PUMP HOUSE
-
-
-
Supply of all Materials, Labours, T&P etc. and Construct a Pump House With Size (3.50 m x 4.50m) Along with Attendant Room with size (3.00 m x 3.50m) , kitchen and W.C. as per Design and Drawings, all complete.
(Asper attached unit estimate)
1
-
-
RISING MAIN
-
-
-
Providing of all materials, carting from site store to site of work, Lowering into trenches with true alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) / Ductile Iron Pipes including supply of ''EPDM" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete.
DI K-9 pipe confirming to IS:8329/2000 : 100 mm dia
31
-
-
Providing push-on-joints to Centrifugally (spun) cast Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 100 mm dia
6.2
-
-
Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000 Upto 600 mm dia
0.42
-
-
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.
11.55
-
-
DISTRIBUTION SYSTEM
-
-
-
Providing, Lowering into trenches with true to alignment, Laying & Jointing including specials of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials.
PE 100 PN-6
63 mm
4768
-
-
75 mm
114
-
-
110 mm
375
-
-
125 mm
537
-
-
140 mm
1598
-
-
160 mm
211
-
-
Dismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. (Asper attached unit estimate)
C.C. Road (0.80 m x 914 m )
731.2
-
-
Dismantling and reinstatement of Bituminous Road (Not PWD Road) (0.8 m x 1852 m length)
(Asper attached unit estimate)
1481.6
-
-
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.
63 mm (4768 x 0.663 x 1.063)
3360.34
-
-
75 mm (114 x 0.675 x 1.075)
82.72
-
-
110 mm (375 x 0.71 x 1.11)
295.54
-
-
125 mm (537 x 0.725 x 1.125)
437.99
-
-
140 mm (1598 x 0.74 x 1.14)
1348.07
-
-
160 mm (211 x 0.76 x 1.16)
186.02
-
-
Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber C.I. D/F Sluice Valves Confirming to IS: 14846-2000 Pressure PN 1.6( Kirloskar or equivalent) 80 mm
3
-
-
100 mm
1
-
-
150 mm
1
-
-
Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber C.I. Double Acting Air Valve 50mm dia PN 1.6
1
-
-
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
5
-
-
Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks
1
-
-
House Service Connection (Asper attached unit estimate)
409
-
-
SOAK PIT/GREY WATER MANAGEMENT
-
-
-
Supply of all Materials, Labours, T&P etc. and Construct a Soak Pit all complete. (Asper attached unit estimate)
409
-
-
Making Rain Water Harvesting Tanks at various Govt. Buildings i.e. schools, panchayat ghar, anganwadi etc. including all material, labour, T&P etc. complete. (Asper attached unit estimate)
1
-
-
BOUNDARY WALL AND GATE
-
-
-
Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site. (Asper attached unit estimate)
116.4
-
-
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. (Asper attached unit estimate)
1
-
-
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.
52.5
-
-
Supplying and filling in plinth with sand including watering, ramming, consolidating and drassing complete in proposed water works.
281.25
-
-
CONSTRUCTION OF 300 MM DIA. 200 MT DEEP TUBEWELL.
-
-
-
Transportation of suitable truck mounted rig machine, air compressor, OP unit, camp equipage connected T&P and necessary accessories, casing pipe, tubewell assembly, housing pipe etc. including loading, unloading, upto site of work etc. complete in all respect as per direction of Engineer in charge, required for dirlling and development of tubewell:
1
-
-
Erection and levelling of rig machine and camp equipage at site of work.
1
-
-
Boring of tubewell by heavy duty rig machine including sinking, lowering, lifting of casing pipe as below.
600 mm dia.
200
-
-
Preparing and lowering of TW assembly (MSERW Housing plain ended blind/slotted pipe of following sizes) strating from ground level to the required depth ordered by the department including cutting, welding as required at site complet with all T&P required.
300mm dia. 7.90 mm thick blind pipe.
170
-
-
300mm dia. 7.90 mm thick slotted pipe.
30
-
-
Supply and making of required size sleeve joints and fixing, lowering them.
1
-
-
Shrouding of pea gravels in between bore and tubewell assembly upto entire depth of tubewell ordered by the department.
170
-
-
Development of TW by 350 PSI/1100CFM air compressor unit to the satisfaction of Engineer in charge to give sand free discharge and proper packing of pea gravels, at least for 35 hrs.
35
-
-
Development of tubewell by the suitable submersible OP unit complete with lowering and lifting of pumping plant having 2000 lpm discharge approximate including running of OP unit and yield testing of tubewell by 'V' notch, at least for 35 Hrs. to the satisfaction of Engineer in charge.
35
-
-
Dismantling of rig machine and clearance of site after satisfactory completion of work.
1
-
-
Procurement of TW assembly as below
-
-
-
Supply and fixing of housing clamp 8 mm thick of 300 mm dia. as required.
2
-
-
Supply of pea gravels of size 1.60mm to 4.80 mm [π/4{(D X D)-(d X d)}] So Quantity of Pea Gravels is - 0.212*200= 42.4 cum. + add 10% extra for wastage.
45
-
-
Supply and fixing of 300 mm dia. 8 mm thick Well cap
1
-
-
Supply of 300mm dia MS ERW blind pipe 7.9mm thick (as per Deptt. rate)
170
-
-
Supply of 300mm dia MS ERW slotted pipe 7.90 mm thick (as per Deptt. rate + 10% for slotting)
30
-
-
Supply and Fixing of 200x100 mm size MS gurder 4 Mts long.
2
-
-
Supply and Fixing of 300mm dia MS heavy duty Housing clamp with nuts & bolts.
1
-
-
Supply and fixing of 300 mm dia. bail plug with nut and bolt as required.
1
-
-
Collection of strata with sample box
1
-
-
MS COLUMN PIPE ASSEMBLY, MOTOR PUMP SET AND OTHER REQUIRED NECESSARY ITEMS
-
-
-
Supply of 150 mm dia MSERW Pipe wall thickness 7.9 mm.
50
-
-
Excavation in ordinary soil (loam, clay, sand) 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.
50
-
-
Laying And Jointing Of 150 mm Dia 7.9 mm Thick MSERW pipe with the help of Electric Welding.
50
-
-
Supply of 100 mm dia of M.S. Column Pipe 4.3 mm thick, 3M long, both side flanged, suitable for lowering of pump sets including all complete.
12
-
-
Supply of Rubber packing for submersible flanges.
25
-
-
Supply of MS nut-bolts of suitable sizes.
35
-
-
Supply of 16 mm², 3 core Copper Flat Submersible Cable.
100
-
-
Supply of Tee 150x150x150mm dia.
1
-
-
Supply of Reducer 150x100mm dia with flange.
1
-
-
Supply of C.I. Bend 90° 150mm dia both side flanged.
4
-
-
Supply of 150mm M.S. Flange.
16
-
-
Supply of 150mm dia C.I. Sluice valve both end flanged.
2
-
-
Supply of 150mm dia C.I. Non return valve both end flanged.
1
-
-
Supply of 100mm dia M.S. Clamp.
2
-
-
Fixing and Lowering of column pipe Assembly into borewell.
1
-
-
Supply of 80mm dia M.S. Tripod.
1
-
-
Provision for fully Automation System.
-
-
-
Supply, Installation, Testing and commissioning (SITC) on turnkey basis for fully automatic pupm automation control panels of different capacities having intelligent unit having "FIELD PROGRAMMABLE LOGICAL CONTROLLERS based, SCADA operared pump motor start, Run, Control, Protect against faults automatically operated control & management system" for Supervisory control and data acquisition system at pumping water supply scheme & Two year free af cost A.M.C. for warrenty period of following suties as per specifications sheet enclosed & suitable for integration in the existing system including cartage from works of manufacture upto site of work. (Included GST)
25 HP
1
-
-
SUBMERSIBLE PUMPING PLANT AND ACCESSORIES FOR TUBEWELL
-
-
-
S/o Submersible pump set of 500 LPM, 65 Mt. head suitable for 300 mm dia Assembly operating at 3 phase 50Hz AC supply. as per IS: 8034-2002 and IS: 9283-1995 with letest amendments.
1
-
-
S/o Spare Pump Set of same duty.
1
-
-
S/o Control panel cum ATS starter complete with accessories suitable for 15 H.P.
1
-
-
S/o Submersible copper cable size 1x3x6 sq.mm.
180
-
-
S/o Main piping and valve with all accessories of 100mm size i.e. sluice valve 2 Nos., reflex valve 1No., Tee 1No., Bend D/F pipes and 100mm dia M.S. column pipe with top pipe in 3mt. Length, complete with interlocking arrangement 60Mt.
1
-
-
S/o Pressure gauge with fitting.
1
-
-
S/o Chain pulley block of 3.0 Tonne capacity 4.5 Mt. lift spur gear tested on 3.0 Ton load.
1
-
-
S/o Chemical earthing material for 15 HP pumping plant including earth electrode, aluminium earth strip etc as per I.E. rules.
1
-
-
S/o Main Switch 63 Amp.
1
-
-
S/o Rubber Insulation sheet 1 Mt.x2 Mt.x .025Mt.
1
-
-
S/o 30 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.
1
-
-
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.
1
-
-
Liquid Chlorine required for six month maintenance
550
-
-
S/o Chlorine Testing Kit
1
-
-
Supply of Special tools and spanners with 2 Nos. chain wrench.
1
-
-
Installation, Commissioning & Testing of pumping plant and all accessories.
1
-
-
Intelligent 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.
1
-
-
Erection, testing and commissioining and modification of starter with AC and DC relays and necessary wiring complete in all respect.
1
-
-
Internal & external Electrification of Pump house
1
-
-
1 Month trial running and 5 months maintenance including watch & ward.
6
-
-
POWER CONNECTION FOR TUBEWELL
-
-
-
Cost of 25 KVA 3 Phase Transformer with double pole, fittings etc including Transformer foundation and fencing .
1
-
-
Cost of Power Transmission line + Service line charges, Pole height 11Mt.
0.6
-
-
Security charges
12
-
-
POWER CONNECTION FOR TUBEWELL
-
-
-
Charge of electricity for 8 hours running per day for 6 Month Total running load of P.P. = 15 HP= 11.19 KW L & F = 2.00 KW
Total Load = 13.19 KW = 16.49 KVA
Unit consumed (for six months)
16.49 KVA x 8 Hr x 180 day = 23742 KVAH
17028
-
-
Demand charges & Add. Surcharge for six months= 16.49 KVA x 6 = 98.93 KVA
71
-
-
UNIT ESTIMATE OF PUMP HOUSE (3.50 X 4.50) WITH ATTENDANT ROOM Construction Work :-
-
-
-
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation, trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. - Ordinary rock
41.28
-
-
Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) grade - All work up to plinth level
3.37
-
-
Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) grade of reinforced cement concrete, excluding the cost of centering, shuttering and reinforcement. - All work up to plinth level.
12.54
-
-
Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) grade of 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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement.
12.4
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. - for Thermo-Mechanically Treated bars
2800
-
-
Centering and shuttering including strutting,ropping etc. and removal of form
For foundation
22.24
-
-
For column
53.75
-
-
For beam
46.6
-
-
Slab, Chhajja
52.45
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand).
28.85
-
-
12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand).
330.51
-
-
Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) grade. - Apron
3.41
-
-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
165.82
-
-
Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. - New work (Two or more coat )
165.82
-
-
Finishing walls with exterior paint of required shade - New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
164.69
-
-
Chequered terrazzo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand). - Medium shade pigment using 50% white cement, 50% ordinary cement
16.99
-
-
62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50 kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
28.86
-
-
Providing and fixing to existing door frames - 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitered and joined at the corners by means of M.S. galvanized/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanized M.S. tube of size 20x20 mm and 1 mm ± 0.1 mm wall thickness. The lock rail made up of ’H’ section, a UPVC hollow section of size 100x24 mm and 2 mm ± 0.2 mm wall thickness fixed to the shutter styles by means of plastic/galvanized M.S. ‘U’ cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ± 0.1 mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanized M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
2.1
-
-
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.
7.77
-
-
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. for window, ventilator and similar works. use angle, square bar, etc
700
-
-
Providing & fixing glass panes with putty and glazing clips in steel windows & ventilator all complete. With 4.0 mm thick glass panes.
9.36
-
-
Providing & fixing fly proof wire gauze to windows and ventilator with M.S. Flat 15x3 m and nuts & bolts complete. - Galvanized M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides.
5.58
-
-
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. - ISMB 300 x 140
250
-
-
Painting Steel work(doors, windows, etc.) 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.
17.13
-
-
Water supply & sanitary installations
-
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. for external works.
25 mm dia nominal bore
30
-
-
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. for internal works.
20 mm dia nominal bore
30
-
-
Providing and fixing brass bib cock of approved quality.
15 mm nominal bore
3
-
-
20 mm nominal bore
1
-
-
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet.
150 mm diameter
1
-
-
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.
1
-
-
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 Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
1
-
-
Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required.
Kitchen sink with drain board
510x1040 mm bowl depth 200 mm
1
-
-
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.
Circular tank
500
-
-
Excavation of earth below G.L. by manually or by mechanical means for laying of Sewers, Manholes, Gully pits, Chambers etc. in soil including extra excavation below inverts, trimming and dressing of sides, leveling and back filling of trenches by excavated earth in 20cm layers, watering and ramming the same including removal of surplus earth or other dismantled material upto a distance of 50 meters from the centre of trenches and cleaning of sites properly after completion of the work. Excavation by mechanical means shall be restricted upto 90 cm above invert levels at every point of excavation. Excavation from invert levels to 90cm above shall be done manually only.
Soil mixed with moorum, shingle & kankar etc. using of any specials, T&P, if required. (95% of relevant quantity)
0.00m to 1.50m B.G.L.
40
-
-
Supply & Laying-Jointing of following dia R.C.C. S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yarn soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and back filling of trenches upto ground level. (Class - NP3)
150mm dia
0.00m to 1.50m B.G.L.
40
-
-
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design.
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
-
-
Unit Estimate of Dismantling and Reinstatement of C.C.Road
-
-
-
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
0.2
-
-
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
0.1
-
-
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
0.1
-
-
Unit Estimate of Dismantling and Reinstatement if Interlocking Tiles Road
-
-
-
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
1
-
-
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202- Cement Concrete
0.1
-
-
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 Clause 802, 803, 1202 & 1203
0.1
-
-
Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).
50% old tiles to be used
0.5
-
-
Providing and laying 60mm thick factory made cement concrete interlocking
paver block of M -30 grade made by block making machine with strong
vibratory compaction, of approved size, design & shape, laid in required
colour and pattern over and including 50mm thick compacted bed of coarse
sand, filling the joints with fine sand etc. all complete as per
the direction of Engineer-in-charge. 50% new tiles to be required
0.5
-
-
Unit Estimate of Dismantling and Reinstatement of Bituminous Road
-
-
-
Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Manual Means Bituminous Courses
0.3
-
-
WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. By Manual Means
0.1
-
-
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Manual Means
0.1
-
-
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN
static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means
0.08
-
-
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
1
-
-
Dense graded bituminous macadam for grading I 37.5mm nominal size (bitumen @ 4.25% by weight of total mix
0.08
-
-
Bituminous Concrete for Grading - II-13.2 mm (Nominal Size) : Bitumen @ 5.4 % of the weight of total mix
0.03
-
-
Fog Spray - Providing and applying low viscosity bitumen emulsion for ealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing By Mechinacal Means
1
-
-
Unit Estimate of Air Valve Chamber(350 × 350 × 600MM)
-
-
-
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.
0.66
-
-
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.
0.08
-
-
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)
0.3
-
-
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)
0.03
-
-
12 mm cement plaster of mix 1:4(1 cement : 4 fine sand)
0.58
-
-
12mm cement plaster of mix 1:6 (1 cement : 6 fine sand)
1.16
-
-
560 mm diameter C.I, cover (heavy duty) the weight of the cover to be not less than 108 kg.
1
-
-
Unit Estimation of Household Connection
-
-
-
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 =16.00x0.45x0.60=4.32 Cum
4.32
-
-
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
16
-
-
Providing & fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore
1
-
-
Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore
1
-
-
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.
1
-
-
Unit Estimate of Soak Pit
-
-
-
Excavation of pit
Dia - 1.2
H / D in m - 1.5
1.7
-
-
Filling of various size of stone ballast in to the soak pit including supplying all labour, material, T&P etc. complete.
Stone Ballast.
i) 20-40 mm size.
Dia - 1.2
H / D in m - 0.4
0.45
-
-
ii) 40-100 mm size.
Dia - 1.2
H / D in m - 0.4
0.45
-
-
iii) 100-200 mm size.
Dia - 1.2
H / D in m - 0.5
0.57
-
-
Supplying and fixing PVC pipe including cost of pipe,pitcher, polethene, labour, T&P etc. complete 110 mm dia.
3
-
-
Unit Estimate of Rain Water Harvesting – 7.0 KL
-
-
-
Excavation in foundation in soil mixed with moorum, shingle, boulder etc. including refilling of excavated earth in annular space below base slab of tank.
1.51
-
-
PCC 1:4:8 in foundation
0.38
-
-
CR Stone masonary with 1:4 cement sand mortar
1.51
-
-
PCC 1:1.5:3 in tank base
0.62
-
-
MS reinforcement TMT 10mm dia in base slab
0.33
-
-
MS reinforcement 6mm dia in tank
0.62
-
-
Supply & fixing of 20 gauge 12.5x12.5 mm hot dip GI square mesh inculiding cutting, binding & cost of binding with binding wire
57
-
-
Supply, fixing & removal including cartage of MS shuttering
19.5
-
-
Ferro cement work in 1:2 Cement & coarse sand ( FM 2.8) mortar including mixing of water proofing compound, plasticizer etc.
0.87
-
-
PCC 1:2:4 in platform
0.07
-
-
Over flow pipe 90mm dia HDPE Pipe PN-6
0.5
-
-
Supply of ISI marked class-II (4 kg), 63 mm dia PVC pipe from roof top inculiding cost of solvent cement.
12
-
-
Supply of 250 mm size semicircular gutters fabricated with ISI marked 22 gauge GI sheet.
4
-
-
Cost of PVC specials, GI funnel, clamps etc.
1
-
-
Supply of ISI marked 40 mm dia MS conduit pipe (medium class) for supports.
4
-
-
Outlet pipe 15 mm dia GI (M)
1.25
-
-
Brass bib cock 15mm
1
-
-
Supply & fixing 50 mm dia GI (M) pipe for washout with socket and plug
1
-
-
Aluminium bucket and Filter media
1
-
-
Cement wash in side tank-2 coats
19.5
-
-
Cement painting two coat using approved cement paint
23.6
-
-
Unit Estimate of Boundary Wall
-
-
-
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.
72.45
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
6.94
-
-
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)
197.56
-
-
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)
18.81
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.56
-
-
12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)
485.37
-
-
Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing
357.66
-
-
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.
485.37
-
-
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and 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 01/05/2012 - 1horizontal 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 meter 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 meter cost of total length of barbed wire used. With G.I. barbed wire.
600
-
-
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
155.25
-
-
Unit Estimate of 3.6 m wide Mild Steel Gate with Pillars
-
-
-
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.
1.02
-
-
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.
0.38
-
-
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)
0.32
-
-
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)
0.86
-
-
Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I, rain 100 mm diameter
4
-
-
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).
0.1
-
-
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
7.5
-
-
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.
100
-
-
12mm thick Plaster in mix 1:6 (1 cement : 6 fine sand)
3.24
-
-
Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing
1.68
-
-
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.
2.6
-
-
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
4.68
-
-
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.
4.46
-
-
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.
4.92
-
-
Provide and fixing glass panes of 28 cm × 10 cm. (2Nos.)
0.06
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements