Urban Development Department Tender
BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.
Costs
EMD
₹ 15,12,600Document Cost
₹ 15,000Tender Fee
Refer Documents
Summary
Execution , Testing And Commissioning Of Balance Works Of Kharupetia Town Water Supply Scheme
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
2024_UDD_37869_1Bid Award Id
ViewTender No
NIT 01 of 2024-25 dated 12-06-2024Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://https://udd.assam.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Execution , Testing and Commissioning of Balance Works of Kharupetia Town Water Supply Scheme
BOQ Items
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
1.7
-
-
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
8.12
-
-
Centering and shuttering including strutting propping etc. and removal pf form for
-
-
-
Columns, Pillars, Piers, Abutment, Posts
29.07
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
19.13
-
-
Column from PL to 1st floor level
28.8
-
-
Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties.
35.51
-
-
Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.
49.88
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and bulding all complete upto plinth level. Cold wisted bars
2404.12
-
-
Brick work with common burnt cley F.P.S.( non nodular brick o class designation 7.5 in foundation and plinth .Cement moter 1:4 (1 cement : 4 coarse sand)
4.08
-
-
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 : Plinth wall above PL
14.5
-
-
Providing and laying 40mm thick damp proof course with cement concrete in prop 1:2:4 derived from naturel sources , Plinth wall above PL
11.65
-
-
Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:4 (1 cement : 4 coarse sand)
34.1
-
-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works , Using 40mmx40mm IAS angle
71.4
-
-
Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat)
11.62
-
-
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) Second class teak wood, 35 mm thick shutters
19.63
-
-
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete, Fixed to steel windows by welding
108.63
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :,One or more coats on old work
23.69
-
-
Applying priming coat:, With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
37.46
-
-
Panting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one coat on old work
49.08
-
-
Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :
-
-
-
Size :100X58X1.90 mm
12
-
-
Size: 75x47x1.80 mm
36
-
-
Size: 50x37x1.50
112
-
-
Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete, 125 mm
17
-
-
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete, 250x10 mm
17
-
-
15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)
167.3
-
-
B) On fair side, b) In cement mortar 1:4
167.3
-
-
Applying priming coats with primer of approved brand and manufacture, having lowVOC (Volatile Organic Compound ) content.
-
-
-
With water thinnable cement primer on wall surfacehaving VOC content less than 50 grams/litre
300.5
-
-
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even mades.
300.5
-
-
For sanitary works,such as construction toilet,septic tank,soak pit,required pipe,and all other materials supplyng fitting fixing all complete in all respect
1
-
-
For water supply works such assupplying fitting fixing of required pipes and specials.bob cock,basin.watertank,and all other materials all cmplete in all respect
1
-
-
For internal elctrification works , such as supplying fitting fixing of required wire,long point short point wiring,lifgt ,fan,sweitch,switch board earthing MCB etc all complet in all respect
1
-
-
B. Supply, installation, testing and commissioning of electrical driven centrifugal Raw water pumping set with starter, base frame including one stand by of the specification.
-
-
-
Supply, testing commissioning of Raw Water Pumping machinery (Centrifugal Pumps) on Barge of 100 HP, 45LPS, 116 Mtr Head, 2 nos. (1 working + 1 standby) including all necessary electrical and other installation works : Pump MOC - CI Casing, CI Impeller, SS Shaft, Mechanical Seal, Pump set with base frame, IE3 Motor (CC/ABB/Matharon/ Equivalent as per relevant BIS specification), Pump, Coupling, Pressure Guage, Coupling Guard, Foundation Bolts, M.S. Dismantelling Joint, DI suction & delivery piping like required with flanges, foot valve, DI sluice valve, DI non return valve etc., All piping works like Cutting, welding, Fabrication, Hydor Testing, Painting & Coating as per technical specificaiton. Supplying and Erection of Lifting equipment chain block pulley with travelling trolley with 6 mtr lift for clear water pump and blower.
2
-
-
C. Execution of River bank protection of Dhansiri river at Barge site
-
-
-
Preparation site for bolder apron and earth cutting for maintain slop vertical where protection by boulder apron.
150
-
-
Boulder apron lain in wire crates 9Providing and laying boulder apron in wire crates made with 4 mm dia GI wire conforing to IS 280 & IS; 4826 IN 100 mm x 100 mm mesh 9weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 Kg each.Length of bank to be protected = 30 .00 mtr., height = 5.00 mtr.
157.5
-
-
D. Execution, Tersting and Commissioning of electrifical installation for intake site
-
-
-
Supplying, fabrication, erection, testing commissioning of vermia and dust proof (IP-43 protection) totally enclosed cubical type compartmental floor mounting panel board of size 1700 mm 1000 mm X 500 mm made of 16 SWG(1.66 mm) thick C.R sheet and 300 mm X 30 mm X 5 mm MS Angle having 4 nos legs at the bottom and CR sheet roofing on the top complete with 2 coats of Red Oxide metal primer and paiting with powder coated pait. The panel board is to be errected in 1 :3 : 6 PCC foundation including excavation complete neatly wiring done, with the provision for the following electrical accessories. Provision for 400 A 4 Pole 50 KA 415 V MCCB INCOMING Provision for 7 nos MCCB OUTGOING. ioncluding 0-500 V Voltmeter (Digital),0-400 A Ammeter (Digital) ,Ammeter S/S in 3 position ,Voltmeter S/S in 3 position ,Indicator Lamp (R,Y,B),2A Slide Lock Fuse,400/5 CT Coils,Control Wiring along with required size of copperbusbar ,(Incomming and Outgoing MCCB/MCB will be paid extra), Main pannel board to be installed at floating barge site
2
-
-
Supply with fitting and fixing panel mounting open execution 50 KA 415V 50 Hz 4P MCCB (Ics=Icu, adjustable Ir setting 0.5-1, neutral adjustable with earth fault protection and with rotary handle without enclosure of the following capacity complete with making necessary connection as apprved, specified and directed by the deptt. -50 KA 415V 50 Hz 4P MCCB (Schneider, legrand, Siemens, Hanger make), 400 A ,
1
-
-
Supply with fitting and fixing panel mounting open execution 35/36 KA 415V 50 Hz 4P MCCB (Ics=Icu, adjustable Ir setting .7), (without enclosure) of the following capacity complete with making necessary connection as apprved, specified and directed by the deptt. 35/36 KA 415V 50 Hz 4P MCCB (Schneider, legrand, Siemens, Hanger make), Capacity : 250 A - (For 2 nos of 100 HP RWP sets)
2
-
-
Supplying with fitting and fixing TPN 10 KA 240/415V 50 Hz MCB of the following capacity complete with making necessary connection as approved, specified and directed by the deptt. D Series ( legrand/c & C or equivalent as approved by the deptt.) 6-32 A (For vacuum pump & lighting the Barge)
2
-
-
Supplying fitting and fixing including necessary connection as approved by the Deptt. of Starter (Crompton, Greaves/ Control & Switch Gear/BCH/L & T/ Siemens make) of the following type and capacity as specified and directed by the Department. DOL Starter, 0.5 HP to 10 HP, 0.72 to 20 A ( for vacuum pump)
1
-
-
Supply and laying of following size Powder/Control Copper cables, Solid Copper conductor, XLPE insulated and PVC tape immer sheathed Unarmoured/Armour9Galvanised for cables up to 10 X 1.5 sq mm 8 X 2.5 sqmm, 2 X 10 sqmm. 3 X10 sqmm 4 X6 sqmm balance all galvanised steel strip), extruded PVC Type ST2 sheathed, 650/11000V grade as per IS 7908 Part 1)1988 armoured UG cable U.G cable laid in ground/partially in air (as required for termination over ground including excavation of cable trench up to depth of 75 cm, refilling, protective brick covering, sand cushioning etc complete handling of surplus spoil debris etc to proper place as specified and directed by the deptt. (Nicco/Havells/RPG/CCI/Polycab/Gloster/Finolex make or equivalent). 4Core A2XWaY A2XFaY
-
-
-
300 Sqmm 4 Core armoured UG Cable (For main panel at floating barge to Pump operator room & POR to Transformer)
150
-
-
95 Sqmm 3.5 Core armoured UG Cable (For Panel to 2 nos Starter for 100 HP & startar to motor)
50
-
-
6 Sqmm 3 Core armoured UG Cable (For vacuum to main panel)
6.5
-
-
Supplying and laying of 25 x6 mm size G.I strips drawn on surface from earth electrode (belowGL) to electrical switch gears, machineries etc complete with supply of GI nuts & bolts screws etc including riveting, soldering & making necessary connection as approved, specified and directed by the deptt.
35
-
-
Lighting arrangement of barge providing wire switch board socket, plug …etc including all accessories.
1
-
-
E. Supply, fitting, fixing, testing & commissioning of 200 mm dia Hose pipe
-
-
-
Supply fitting fixing testing commissioning of double armoured rubber flexible hose pipe of heavy duty discharge and suction confirming to IS 3549/1983 with built in MS Flange having ISI marked with working pressure rating of 22kg/cm and make size 200 mm dia of 3.5 m length
22
-
-
Drawing of Power line and sub-station at BARGE Site:Design, supply, erection, testing and commissioning of all Electrical works for Construction of 11 KV line and 11Kv/0.4 KV 100 KVA at intake station (Barge ) including , electric cables, Transformer, MCC panel, earthing, Cable trench, Cable tray, Gland and lugs, internal lighting & exhaust system , external lighting etc, including drawal of electrical power line from the nearby APDCL Grid, setting up of required capacity Sub-Station, providing electrical control panel & metering unit, deposite of Load Sanction amount payble to APDC on behafe on employer etc. and also including obtaining necessary approval from APDCL, payment of supervision & other charges to APDCL, if any, all complete, as specified & directed and all other associated works as per Employer's Requirements.
1
-
-
F. Labour Charge for Carrying, laying, testing and commissioning of 15000 Rm long 250 MM dia. RWPM with D.I. pipe
-
-
-
Earth work in excavation in black toping road surface (average thickness of black toping 35mm) including the removal of road metal, boulders and refilling the same properly and restore the road surface to its original condition (except black toping as the black toping to be done by the P W D on necessary payment all complete as directed.
6375
-
-
Earth work in excavation for metallic road surface (average thickness of 40 cm) including the removal of road metal, boulders and including restoration of road surface original condition all complete as directed.
6375
-
-
Earth in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 M lead and lift up to 1.5 M all complete as directed including bailing out water where necessary.b) Bastic land, tillah soil, hard soil, mixed with moram gravel and boulder up to one man size.
13387
-
-
Labour charge for carrying and laying DI pipes and specials (Class-7) in position, in line and level complete as directed.
15000
-
-
Providing joint to DI/S&S pipes including cutting the pipes where necessary and supplying all jointing materials where necessary with testing of the joints all complete as directed.
3546
-
-
Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. refluxe valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints
1
-
-
Labour charge for carrying, placing in position, fitting and fixing C.I. double air valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc all complete as directed.c) 80 mm dia.
15
-
-
Labour charge for cutting DI pipe of different dia for required length as directed.
4396
-
-
Construction of Brick Masonry Valve Chamber in cement mortar 1:5 ( 1 cement: 5 coarse sand ), 100 mm thick RCC top slab with 1:2:4 mix (1 cement :2 coarse sand: 4 grade stone aggregate20 mm nominal size) with 10 mm dia tor steel @ 130c/c both ways (double jali), 100 mm thick foundation concrete 1:3:6 mix (1 cement :3 coarse sand: 4 grade stone aggregate40 mm nominal size) concrete, inside plastering 12mm thick with cement mortar 1:4 (1 cement: 4 course sand) finished with floating coat neat cement complete as per standard design and drawing as directed by the Engineers-In-Charge .a) Size1200 mm x1200 mm x1200 mm
9
-
-
Construction of PCC thrust block as per standard design & drawing having concrete mix 1:3:6 ( 1 Cement : 3 Coarsesand :6 Stone Aggregate 40 mm nominal size) having average size 600mm x600 mmx600 mm.
60
-
-
Construction of PCC supporting pillar as per standard design & drawing having concrete mix 1:3:6 ( 1 Cement : 3 Coarsesand :6 Stone Aggregate 40 mm nominal size) having average size 60 mm 0x600 mmx600 mm.
95
-
-
Supply of DI specials for 250 mm Dia Raw Water Puming main
-
-
-
Double shoketed Bend of 90 °, 45 °, 22.5 ° & 11.25 °
9800
-
-
250 mm dia Flange Socket PN16
56
-
-
Double Socketed Tee with Flange branch 250x250x80mm
180
-
-
250 mmFlange Spigot
128
-
-
MJ Collar Coupling250 mm
4
-
-
CIDF Sluice Valne PN 1.6250 mm
1
-
-
CI Double Air Valve 80 mm dia.
8
-
-
Supply of rubber ring of EPDM quality (Tyton Ring) as per IS: 5382:1985250 Dia
1400
-
-
Rubber Gusket BIS 5832/85 - 250 mm
50
-
-
Full threded Nut & Bolts
20
-
-
G. CONSTRUCTION OF 36 M SPAN STEEL BRIDGE AT NIMTALI TO CARRYING RAW WATER SUPPLY PIPE LINE
-
-
-
Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.(A) Upto a depth of 2.00 m below the exiting G.L
52.31
-
-
PILE WORKS: Boreing,providing and installation bored cast in situ reinforced cement concrete piles of grade-25 ofspecified diameter and length below the pile cap, to carry safe working load not less then specified,excluding the cost of steel reinforcement but including the cost of boreing with bentonite solution and temporary caseing of appropirate lenth for setting out and removal of same and the length of the pile to be embedded in the pile cap etc.by percussion drilling useing Direc mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete,including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Truck Mounted rotary/TMR/Tubewell boring-- 500 mm dia piles
180
-
-
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(b) In proportion 1:4:8
2.12
-
-
Providing and laying in position specified grade of reinforced 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) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources)
28.14
-
-
Centering and shuttering including strutting propping etc. and removal of form for: Foundation, footings, bases of columns etc for mass concrete
12.76
-
-
Steel Reinforcement for RCC work including straightening,cutting, bending, placing in position and binding all complete upto plinth level. Thermo- Mechanically Treated bars of grate Fe-500 D or more.
4323.49
-
-
Supply of MS pipe with thickness 7.9 mm
8257.63
-
-
Painting with best quality enamel paint
1
-
-
Scafolding
1
-
-
Welding Charge
1
-
-
H. CONSTRUCTION OF 34 M SPAN STEEL BRIDGE AT MILAN CHOCK TO CARRYING RAW WATER SUPPLY PIPE LINE
-
-
-
Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.(A) Upto a depth of 2.00 m below the exiting G.L
52.31
-
-
PILE WORKS: Boreing,providing and installation bored cast in situ reinforced cement concrete piles of grade-25 ofspecified diameter and length below the pile cap, to carry safe working load not less then specified,excluding the cost of steel reinforcement but including the cost of boreing with bentonite solution and temporary caseing of appropirate lenth for setting out and removal of same and the length of the pile to be embedded in the pile cap etc.by percussion drilling useing Direc mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete,including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).ruck Mounted rotary/TMR/Tubewell boring -500 mm dia piles
180
-
-
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(b) In proportion 1:4:8
2.12
-
-
REINFORCED CEMENT CONCRETE WORKS
-
-
-
Providing and laying in position specified grade of reinforced 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) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources)
28.14
-
-
Centering and shuttering including strutting propping etc. and removal of form for: Foundation, footings, bases of columns etc for mass concrete
12.76
-
-
Steel Reinforcement for RCC work including straightening,cutting, bending, placing in position and binding all complete upto plinth level. Thermo- Mechanically Treated bars of grate Fe-500 D or more.
4323.49
-
-
STEEL WORK ASS per drawing :
-
-
-
Supply of MS pipe M.S Tube
7167.97
-
-
Painting with best quality enamel paint
1
-
-
Scafolding
1
-
-
Welding Charge
1
-
-
I. CONSTRUCTION OF 40 M SPAN STEEL BRIDGE AT KOUPATI BAZAR TO CARRYING RAW WATER SUPPLY PIPE LINE
-
-
-
Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.(A) Upto a depth of 2.00 m below the exiting G.L
52.31
-
-
Boreing,providing and installation bored cast in situ reinforced cement concrete piles of grade-25 ofspecified diameter and length below the pile cap, to carry safe working load not less then specified,excluding the cost of steel reinforcement but including the cost of boreing with bentonite solution and temporary caseing of appropirate lenth for setting out and removal of same and the length of the pile to be embedded in the pile cap etc.by percussion drilling useing Direc mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete,including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Truck Mounted rotary/TMR/Tubewell boring
180
-
-
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(b) In proportion 1:4:8
2.12
-
-
Providing and laying in position specified grade of reinforced 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) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources)
28.14
-
-
Centering and shuttering including strutting propping etc. and removal of form for: Foundation, footings, bases of columns etc for mass concrete
12.76
-
-
Steel Reinforcement for RCC work including straightening,cutting, bending, placing in position and binding all complete upto plinth level. Thermo- Mechanically Treated bars of grate Fe-500 D or more.
4323.49
-
-
STEEL WORK ASS per drawing :
-
-
-
Supply of MS pipe
9149.38
-
-
Painting with best quality enamel paint
1
-
-
Scafolding
1
-
-
Welding Charge
1
-
-
J. Supplying, laying, testing & commissioning of Clear water pumping main for Zone-II including crossing of NH
-
-
-
Earth work in excavation in black toping road surface (average thickness of black toping 35mm) including the removal of road metal, boulders and refilling the same properly and restore the road surface to its original condition (except black toping as the black toping to be done by the PWD on necessary payment all complete as directed.150 mm dia. pipe
292.5
-
-
Earth work in excavation for metallic road surface (average thickness of 40 cm) including the removal of road metal, boulders and including restoration of road surface original condition all complete as directed.150 mm dia. Pipe
292.5
-
-
Earth in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 M lead and lift up to 1.5 M all complete as directed including boiling out water where necessary.b) Bastic land, tillah soil, hard soil, mixed with moram gravel and boulder up to one man size.
381
-
-
Labour charge for carrying and laying DI pipes and specials (Class-k-9) in position, in line and level complete as directed.150 mm dia. Pipe
450
-
-
Providing rubber gasket joints to C.I. pipes and specials with testing of joints including carriage of the materials but excluding the cost of rubber gasket all complete as directed.150 mm dia. Pipe
92
-
-
Labour charge for carrying, placing in position S & S flanged, plain ended C.I Specials such as tees, bends, collars, tappers and caps etc all complete as directed.(A) Double socketed tee with flanged branch PN 1.6
7.81
-
-
Labour charge for carrying, fixing non return valve of approved quality including supplying jointing materials all complete as directed.150 mm dia. Pipe
1
-
-
Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. refluxe valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints , 150 mm dia. pipe
1
-
-
Labour Charge carrying, fitting and fixing CI Double Air valve complete with supplying bolts, Nuts, 3mm thick rubber incertation etc. All complete as directed, i) 100 mm dia.
1
-
-
Labour charge for cutting DI pipe of different dia for required length as directed.
8
-
-
Construction of RCC thrust block as per standard design and drawing as directed by the Engineers-In-Charge .Size-800 mm x 800 mm x 1200 mm
10
-
-
Prepartion of site for placement of the drilling machinery including cutting jungle uprooting bamboo & shush etc all complete as directed.
1
-
-
Transportation of all drilling equipments, tools, captive power generator and all accessories etc icluding loading and unloading all complete.
1
-
-
Mobilization of site camp for storing site materials as well as working personals and providing low cost sanitary facility including hire charge of camp materials such as table , chairs utensile dress, safety helmates etc and dismatling the accommodation after completion of the works all complete as directed.
1
-
-
Drilling charge for making horizotal borehole of required dia at specified depth below the existing road as per approved modus of operation including passing carrier/cashing pipe of appropriate dia & length to serve as clear water pumping main including arranging all tools and plants , drilling auger/bit etc. all complete as directed.450 mm dia
18
-
-
Providing fitting and fixing MS Vent pipe of 20 mm dia and marker plate as per approved drwing & specified including drilling the cashing pipe at required position welding and making as required complete.
1
-
-
Providing sealing materials of EPDM rubber of approved brand and manufacture including placing to fill up the annular space betwwen cashing and carrier pipe throughout the entire length after passing the carrier pipe through the casing pipe all complete as directed.
100
-
-
Welding work of M.S. pipes / Specialist of various diameter for required length making groves in V shape and welding with Vodian welding rod in three run including supply of all welding materials and power all complete as.
-
-
-
150 mm dia for pipe
17
-
-
450 mm dia for pipe
9
-
-
Providing flanged joints to double flanged C.I. pipes and specials with testing of joints and including supplying bolts, nuts and 3 mm thick rubber insertion sheet all complete as directed.150 mm dia for pipe
2
-
-
Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper.a). With ready mixed "red-lead/ red oxide" primer.
34.85
-
-
Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.(i).Surfaces over 100mm in width or girth. a). General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac).
34.85
-
-
Supply of Clear water transmission main of Supply, delivery & Stacking of Ductile Iron (DI) Pipes of Class K9, and P 1.0 rating, IS marked conforming to IS 8329:2000 Centrifugally Cast (SPUN) Pressure Pipes for water with Socket, Spigot ends and tyton joints in standard working lengths of 5.5 & 6m for classification K-9 suitable for Push- on Joint (Rubber Gasket Jointing) with cement mortar lining inside the pipes as per of IS 8329:2000 and Zinc Coating with a finishing layer of Epoxy Resin (Blue Epoxy) on external surfaces as per IS 8329:2000. including third party inspection (Pre and Post) as per requirement including EPDM rubber gaskets suitable for tyton joints and ‘O” rings required for the jointing of specials with the pipes-150 mm dia
450
-
-
Supplying of MS pipe of 7.9 mm thickness.
-
-
-
150 mm dia carrier pipe
584.18
-
-
450 mm dia casing pipe
1197.94
-
-
Supply of D.I Specials such as tees, bends, reducer and caps etc all complete as directed of PN1.6
-
-
-
A) Double socketed tee with flanged branch PN 1.6 B) Double Socket Bend -150 mm dia 90 °, 45°, 22.5°, 11° & Blank Flange
619
-
-
Supply of C.I Specials such as Flanged Adopter & Collar Coupling conforming to IS13382-1992
-
-
-
A) Flanged Adopter,150 mm dia. Pipe
4
-
-
B) Collar Coupling 150 mm dia. pipe
2
-
-
Supply ISI marked DI Horizantal Non Return Valve conforming to IS:5312/2004 PN 1.6, 150 mm dia. pipe
1
-
-
Supply D.I.D.F Sluice valve conforming to IS 14846-2000 of PN1.6, 150 mm dia. Pipe,Full threaded
1
-
-
Supply of Double Air Valve i) 98.5 mm dia.
2
-
-
Supply of Nut & Bolts for fitting fixing of sluice valve, air valve and specials etc.
25
-
-
Supply of rubber gasket for fitting fixing of sluice valve, air valve and specials etc.,4mm thick
20
-
-
K. Supplying,fitting, fixing, testing & commissioning of clear water pump set including one standby along with providing of suction & delevery system for Zone-II
-
-
-
Supply, installation, testing and commissioning of electrical driven centrifugal clear water pumping set including one stand by of the specification.Specification - 1. Horizontal splite casing type Pump set,2. Head - 53 mtr. , 3. Discharge - 20 lps, 4.Volt - 415 V, 6. Motor - 32 HP
2
-
-
Supplying and fixing required size of copper cable for power line, 3.5 core 35 Sqmm
40
-
-
Supplying and fixing of suction/ delivery GI pipes (TATA), Medium) along with its accessories for the pump sets.
-
-
-
i) 100 mm dia (Delivery)
9
-
-
ii) 150 mm dia (Suction)
15
-
-
Supply and installation of Supplying, installation, testing and commissioning of Air Blower
-
-
-
Supplying, installation, testing and commissioning of Kay International make Air Blower Compressor Model-59 AC Motor Make- Marathon, Rating-12.5 HP, Capacity-555 Cum/hr pressure-0.35 Kg/Sqm, RPM-1440 with panel board, starter & other controls Sl No. 16061162 STB 6/8
1
-
-
Providing Pipe line for Air Blower including supplying, fitting, fixing full way valve and required size power cable all complete as directed
1
-
-
L. Supplying, fitting, fixing, testing & commissioning of common header
-
-
-
Supply of MS Pipe with minimum thickness 8 MM for required diameter of 250 mm and below as per drawing.
1008.16
-
-
Supplying and staking of IS Marked Double Flanged DI Sluice Valves Conforming to IS 14846/2000 with up to date amendments of following sizes.
-
-
-
200 mm dia of PN 1.6
4
-
-
150 mm dia, of PN 1.6
2
-
-
Supplying and staking of IS Marked 150 mm dia Double Flanged DI Non-Return Valves Conforming to IS 5312/2000 with up to date amendments
2
-
-
Supply of 12 mm thick MS Flange
-
-
-
200 mm dia for Suction pipe
6
-
-
150 mm dia for Delevery pipe
8
-
-
Supplying & Fabrication of Strainer with MS round bar of 6 mm dia.
5.5
-
-
Supply of Nut & Bolts for fitting fixing of sluice valve, non-return valve and specials etc. Full threaded
45
-
-
Supply of Rubber Gasket for fitting fixing of sluice valve, non-return valve and specials etc.4mm thick
30
-
-
Earth work in excavation for metallic road surface (average thickness of 40 cm) including the removal of road metal, boulders and including restoration of road surface original condition all complete as directed.
4.05
-
-
Earth in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 M lead and lift up to 1.5 M all complete as directed including boiling out water where necessary.
4.97
-
-
Labour charge for carrying, laying vertically G.I/ C.I/ M.S pipesand specials fitting, fixing including centering complete as directed (flanged jointing will bemeasured and paid separately.
-
-
-
200 mm dia Suction pipe
16
-
-
150 mm dia Delivery pipe
3
-
-
250 mm dia collecting pipe
6
-
-
200 mm dia hose pipe
40
-
-
Providing flanged joints to double flanged MS/CI pipes and specials with testing of joints and including supplying bolts, nuts and 3 mm thick rubber insertion sheet etc. (the tail pieces if required will be paid separately) all complete as directed.
-
-
-
200 mm dia
6
-
-
150 mm dia
8
-
-
Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. refluxe valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints
-
-
-
200 mm dia
4
-
-
150 mm dia
2
-
-
Labour charge for carrying, providing and fixing non return valve of approved quality including supplying jointing materials all complete as directed., 50 mm dia
2
-
-
ointing of MS pipe in line & level by eletric arc welding (Butt) in three run Making groove of V shape by eletric grinder & welding with vordian 3.15/4.00 m welding rod including supply of welding rod, providing of power etc all complete as directed by the Engineer In Charge.
-
-
-
150 mm dia,
15
-
-
200 mm dia
30
-
-
250 mm dia
2
-
-
MS round bar for strainer
250
-
-
Labour charge for carrying and fitting, fixing MS Strainer all complete as directed (excluding cost of materials)
1
-
-
Supplying, fitting, fixing MS clamp of size 15 mm thick and 150 mm width having projection of 300 mm and three holes of 20 mm dia for clamping the plates by 16 mm dia hexagonal bolts of length 75 mm nuts on both sides encircling the column pipe including two coat of enamel paint over one priming coat of different dia all complete as directed and specified. 150 mm dia
2
-
-
Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper.a). With ready mixed "red-lead/ red oxide" primer.
16.18
-
-
Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.(i).Surfaces over 100mm in width or girth.a). General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac).
16.18
-
-
Supplying, installation testing and commissioning of clearifloculator bridge including all necessary accessories of electrical as well as mechanical works at the clearifloculaor (10.45 m dia) of Kharupetia TWSS as per standerd specification all complete as directed by Engineer in Charge with 3 HP motor -1 no. & 2 HP motor-2 nos for gear assembly , 300 mm dia Outer wall to tendom wheel assembly , Electric Pannel Board including all materils and labour including cost of carrying , fitting and fixing for proper functiong.
1
-
-
M, Construction of Boundary Wall at ESR-II site
-
-
-
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
42.5
-
-
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.
22.42
-
-
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume.
11.31
-
-
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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) M20 grade concrete or Prop. 1:1.5:3
9.72
-
-
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources27-06-2024 M20 grade concrete or Prop. 1:1.5:3
1.6
-
-
Centering and shuttering including strutting, propping etc. and removal of form for-
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
71.27
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
17.9
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
75.15
-
-
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 1:4 (1 cement : 4 coarse sand)
14.58
-
-
Half brick masonry 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.Cement mortar 1:4 (1 cement :4 coarse sand)
169.04
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand
371.74
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
1839.56
-
-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer
377.6
-
-
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
377.6
-
-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
600
-
-
Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel work
21
-
-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
21
-
-
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
580.45
-
-
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 horizontal wires, of barbed wire weighing 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
111.8
-
-
N. Construction of Balance portin of 450 cum capacity RCC Elevated Service Reservoir with staging height 18.00 meter.
-
-
-
Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
400
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
1548.8
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level
-
-
-
Concrete of M25 grade with minimum cement content of 330 kg /cum
97.53
-
-
Concrete of M30 grade with minimum cement content of 350 kg /cum
92.93
-
-
Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. cum 280.95
132.51
-
-
Centering and shuttering including strutting, propping etc. and removal of form for-
-
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
356.39
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
225.84
-
-
Suspended floors, roofs, landings, balconies and access platform
56.7
-
-
Vertical and horizontal fins individually or forming box louvers band, facias and eaves board
152.84
-
-
Arches, domes, vaults up to 6 m span
87.61
-
-
Edges of slabs and breaks in floors and walls: Under 20 cm wide
56.52
-
-
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).
-
-
-
Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
226.78
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level., Thermo-Mechanically Treated bars of grade Fe-500D or more.
33000
-
-
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
236.18
-
-
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18 mm thick
198.17
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix,In cement mortar 1:4
887.49
-
-
Extra for providing and mixing water proofing material in cement per bag of plaster work in proportion recommended by the manufacturers, i) 15 mm thick plaster, d) In cement mortar 1:4
887.49
-
-
Extra for plastering: Spherical ceiling
236.18
-
-
Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
890.49
-
-
Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.a) On Single coat plaster
2634.15
-
-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface, Water thinnable cement primer
887.49
-
-
Finishing walls with textured exterrior paint of required shade, New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterrior primer applied @ 2.20Kg/10 sqm
887.49
-
-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar work
1910
-
-
Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
177.97
-
-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete, On steel work
177.97
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 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.
160.52
-
-
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
1078.42
-
-
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15
24.75
-
-
Construction of Valve Chamber of inside measurement 1000 mm x 1000 mm x 1600 mm high (1300 mm below GL & 300 mm above GL) with 100 mm thick cement concrete base of prop. 1:3:6 (1 cement : 3 coarse sand : 6 aggregate) over flat brick soling, 345 mm thick brick wall in cement morter in prop. 1:4 (1 cement : 4 coarse sand) finished with 15 mm thick cement plastering on complete inside walls and floor & upto 0.5 m from top on ouside walls in prop. 1:4 (1 cement : 4 fine sand); 150 mm thick RCC Pit cover in prop. 1:1.5:3 ( (1 cement : 1.5 coarse sand :3 aggregate) with double layer reinforcing mesh of 16 mm dia TMT bars @ 125 c/c. bothways, including supply of all labour and materials, all complete, as ditrected and specified
2
-
-
Construction of RCC 1.0 m x 1.0 m, x 1.0 m RCC Anchor / Thrust Block withof Grade M25 with 100 mm thick cement concrete base of prop. 1:3:6 (1 cement : 3 coarse sand : 6 aggregate) over flat brick soling, finished with 15 mm thick cement plastering on all exposed surfaces in prop. 1:4 (1 cement : 4 fine sand); reinforcement 10 # @ 150 mm c/c bothways on all faces including supply of all labour and materials, all complete, as ditrected and specified
2
-
-
Supply, fitting, fixing of GI medium pipe 100 mm dia
1
-
-
Supplying fixing Supreme/ Prince/ PVC pipe 6 Kg/Sqcm exposed to wall
0.25
-
-
Installation of earth stations with 40 mm dia and 4.5 m long GI pipe with necessary GI reducing socket 40 mm X 20 mm locking arrangement with hinged cover pipe, funnel, GI ,nut, though bolts etc as required complete., 110 mm dia PVC pipe, Pipe earth station
1
-
-
Extra for charcoal or coke (96Kg) and salt 5 kg for GI/ Copper earth plate electrode as required complete, At pipe earth station.
1
-
-
Providing and fixing 25 mm X 4 mm GI strips on surface or in recess connection fitted with necessary GI saddles including connection etc complete, 25 X 4 mm GI strips
37.07
-
-
Providing and fixing lighting conductor finial made of 25 mm dia 300mm long copper tube having single prong at top with 85 mm dia 3 mm thick copper base plate including making hole and fitted with 6 mm dia rag bolts and nuts, Lighting conductor finial
1
-
-
Labour charge for carrying and laying in position cast iron double flanged pipe in line level all complete as directed (class-B).
-
-
-
150 mm dia
24
-
-
250 mm dia
24
-
-
Labour charge for carrying, laying in position S&S, flanged, plain ended C.I. Specials such as tees, bends, collars, tappers and caps etc. all complete as directed.
6.17
-
-
Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. reflex valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc. (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints)- 250 mm dia
2
-
-
Supplying, fitting and fixing of Nuts & Bolts (Full thread)
70
-
-
Supply of standard approved make rubber gasket for fitting of valve (4 mm thick)
40
-
-
Supplying of CIDF pipes of 2.0 Mtr. length of each pipe as directed by the Engineer-In- charge
-
-
-
150 mm dia (Inlet)
511.2
-
-
250 mm dia (Delivery)
991.2
-
-
Supplying of CIDF Sluice vavle (with wheel & cap) of PN-1.6 of IVC Brand- 250 mm dia
2
-
-
Supplying of CI double flanged specials such as Tee, Bends Reducer, Tappers and caps etc.as directed of 150 mm dia, 250 mm dia and 250 mm x 200 mm dia
616
-
-
Providing flanged joints to double flanged CI pipes and specials with testing of joints and including supplying bolts, nuts and 3 mm thick rubber insertion sheet all complete as directed.
-
-
-
150 mm dia
26
-
-
250 mm dia
24
-
-
Providing and fixing G.I Specials
-
-
-
100 mm dia Tee
2
-
-
100 mm dia Elbow
4
-
-
100 mm dia 6" Nipple
2
-
-
Providing scafolding with jali/Bholuka bamboo for holding the frame work in position with adequate rigidity to withstand wind load working load, weight of structure till the complete of the structure as directed by the Board
1
-
-
Providing, fixing, testing and commissioning of water level indicator, callibrated scale, floating valve, string, roller with stand all complete as standard specification and approved by the Engineer0in-charge.
1
-
-
O. Supply and Laying of DI pipe for distribution network for (Zone-I ) including required DI specials.
-
-
-
Earth work in excavation in black toping road surface (average thickness of black toping 35mm) including the removal of road metal, boulders and refilling the same properly and restore the road surface to its original condition (except black toping as the black toping to be done by the PWD on necessary payment all complete as directed.
1676.47
-
-
Earth work in excavation for metallic road surface (average thickness of 40 cm) including the removal of road metal, boulders and including restoration of road surface original condition all complete as directed.
1035.15
-
-
Earth in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 M lead and lift up to 1.5 M all complete as directed including boiling out water where necessary.
-
-
-
b) Bastic land, tillah soil, hard soil, mixed with moram gravel and boulder up to one man size.
1293.18
-
-
Labour charge for carrying and laying DI pipes and specials (Class-7) in position, in line and level complete as directed.
-
-
-
200 mm dia. pipe
500
-
-
250 mm dia. pipe
572
-
-
300 mm dia. pipe
413
-
-
Providing rubber gasket joints to C.I. pipes and specials with testing of joints including carriage of the materials but excluding the cost of rubber gasket all complete as directed.
-
-
-
200 mm dia. pipe
117
-
-
250 mm dia. pipe
174
-
-
300 mm dia. pipe
90
-
-
Labour charge for carrying, placing in position S & S flanged, plain ended C.I Specials such as tees, bends, collars, tappers and caps etc all complete as directed.
46.07
-
-
Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. refluxe valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints
-
-
-
200 mm dia. pipe
2
-
-
250 mm dia. pipe
3
-
-
300 mm dia. pipe
3
-
-
Labour Charge carrying, fitting and fixing CI Double Air valve complete with supplying bolts, Nuts, 3mm thick rubber incertation etc. All complete as directed
-
-
-
i) 100 mm dia.
4
-
-
ii) 80 mm dia.
4
-
-
Labour charge for cutting DI pipe of different dia for required length as directed.
60
-
-
Construction of brick masonry valve Chamber in cement mortar 1:5 ( 1 cement: 5 coarse sand ), 100 mm thick RCC top slab with 1:2:4 mix (1 cement :2 coarse sand: 4 grade stone aggregate20 mm nominal size) with 10 mm dia tor steel @ 130c/c both ways (double jali), 100 mm thick foundation concrete 1:3:6 mix (1 cement :3 coarse sand: 4 grade stone aggregate40 mm nominal size) concrete, inside plastering 12mm thick with cement mortar 1:4 (1 cement: 4 course sand) finished with floating coat neat cement complete as per standard design and drawing as directed by the Engineers-In-Charge .a) Size -1200x1200x1200
8
-
-
Supply of Ductile Iron Presser Pipes ISI Marked, Class-K-7 with socket and spigot ends conforming to IS 8329/2000 of standard working length.
-
-
-
200 mm dia. pipe
500
-
-
250 mm dia. pipe
572
-
-
300 mm dia. pipe
413
-
-
Supply of D.I Specials such as tees, bends, reducer and caps etc all complete as directed.
4038.9
-
-
Supply of C.I Specials such as Flanged Adopter & Collar Coupling conforming to IS13382-1992
-
-
-
A) Flanged Adopter
-
-
-
200 mm dia.
6
-
-
250 mm dia.
6
-
-
300 mm dia.
5
-
-
B) Collar Coupling
-
-
-
200 mm dia.
6
-
-
250 mm dia.
6
-
-
300 mm dia.
5
-
-
Supply D.I.D.S Sluice valve conforming to IS 14846-2000 of PN1.0
-
-
-
200 mm dia. pipe
2
-
-
250 mm dia. pipe
3
-
-
300 mm dia. pipe
3
-
-
Supply of Double Air Valve
-
-
-
i) 100 mm dia.
3
-
-
ii) 80 mm dia.
3
-
-
iv) 65 mm dia.
2
-
-
Supply of Nut & Bolts for fitting fixing of sluice valve, air valve and specials etc.
62
-
-
Supply of rubber gasket for fitting fixing of sluice valve, air valve and specials etc.
60
-
-
P. Laboour Charge for Laying of DI pipe for distribution network of Kharupetia Town Water Supply Scheme (Zone-I ) including required DI specials.
-
-
-
Earth work in excavation in black toping road surface (average thickness of black toping 35mm) including the removal of road metal, boulders and refilling the same properly and restore the road surface to its original condition (except black toping as the black toping to be done by the PWD on necessary payment all complete as directed.
3511.73
-
-
Earth work in excavation for metallic road surface (average thickness of 40 cm) including the removal of road metal, boulders and including restoration of road surface original condition all complete as directed.
5016.76
-
-
Earth in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 M lead and lift up to 1.5 M all complete as directed including bailing out water where necessary. b) Bastic land, tillah soil, hard soil, mixed with moram gravel and boulder up to one man size.
5816.32
-
-
Labour charge for carrying and laying DI pipes and specials (Class-7) in position, in line and level complete as directed.
-
-
-
100 mm dia. pipe
4147.01
-
-
150 mm dia. pipe
1553.25
-
-
200 mm dia. pipe
1362.92
-
-
250 mm dia. pipe
597.4
-
-
300 mm dia. pipe
666.5
-
-
Providing rubber gasket joints to C.I. pipes and specials with testing of joints including carriage of the materials but excluding the cost of rubber gasket all complete as directed.
-
-
-
100 mm dia. pipe
829
-
-
150 mm dia. pipe
311
-
-
200 mm dia. pipe
273
-
-
250 mm dia. pipe
119
-
-
300 mm dia. pipe
133
-
-
Labour charge for carrying, placing in position S & S flanged, plain ended C.I Specials such as tees, bends, collars, tappers and caps etc all complete as directed.
50.74
-
-
Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. refluxe valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints
-
-
-
100 mm dia. pipe
12
-
-
150 mm dia. pipe
6
-
-
200 mm dia. pipe
4
-
-
250 mm dia. pipe
1
-
-
300 mm dia. pipe
1
-
-
Labour Charge carrying, fitting and fixing CI Double Air valve complete with supplying bolts, Nuts, 3mm thick rubber incertation etc. All complete as directed
-
-
-
i) 100 mm dia.
2
-
-
ii) 80 mm dia.
6
-
-
iv) 65 mm dia.
7
-
-
Labour charge for cutting DI pipe of different dia for required length as directed.,DI pipe
90
-
-
Construction of brick masonry valve Chamber in cement mortar 1:5 ( 1 cement: 5 coarse sand ), 100 mm thick RCC top slab with 1:2:4 mix (1 cement :2 coarse sand: 4 grade stone aggregate20 mm nominal size) with 10 mm dia tor steel @ 130c/c both ways (double jali), 100 mm thick foundation concrete 1:3:6 mix (1 cement :3 coarse sand: 4 grade stone aggregate40 mm nominal size) concrete, inside plastering 12mm thick with cement mortar 1:4 (1 cement: 4 course sand) finished with floating coat neat cement complete as per standard design and drawing as directed by the Engineers-In-Charge .a) Size -1200mm x1200mm x1200 mm
24
-
-
Supply of D.I Specials as per IS Code such asTees, Bends, reducer and caps etc all complete as directed.
-
-
-
A) Al Socketed Tee( i) 300mm x 300 mm,ii) 300mm x 250 mm,iii) 300mm x 100 mm,iv) 250mm x 250 mm,v) 250mm x 200 mm, vi) 300mm x 200 mm, vii)250mm x 100 mm, viii)200mm x 200 mm, viv)200mm x 150 mm, ix)200mm x 100 mm, x)150mm x 150 mm, xi)150mm x 100 mm, xii)100mm x 100 mm,
1697
-
-
Double socketed tee with flanged branch i) 300mm x 100 mm, ii) 250mm x 100 mm,iii) 200mmx100 mm, iv) 150mm x 80mm, v) 100mm x 65 mm
600
-
-
B) Double Socket Bend ( 90° , 45° , 22.5 ° , 11.25 ° of 300 mm dia to 100 mm dia )
2372
-
-
C) Double Socket Reducer i) 300mmX 250 mm, ii) 250mm x 200 mm, iii) 200mm x150mm , iv) 150mm x 100 mm,
156
-
-
D) End Cap i) 100 mm dia.
196
-
-
Supply of C.I Specials such as Flanged Adopter & Collar Coupling conforming to IS13382-1992
-
-
-
A) Flanged Adopter
-
-
-
i) 100 mm dia.
8
-
-
ii) 150 mm dia.
5
-
-
iii) 200 mm dia.
4
-
-
iv) 250 mm dia.
3
-
-
v) 300 mm dia.
2
-
-
B) Collar Coupling
-
-
-
i) 100 mm dia.
8
-
-
ii) 150 mm dia.
4
-
-
iii) 200 mm dia.
3
-
-
iv) 250 mm dia.
2
-
-
v) 300 mm dia.
1
-
-
Supply D.I.D.S Sluice valve conforming to IS 14846-2000 of PN1.0
-
-
-
100 mm dia. pipe
12
-
-
150 mm dia. pipe
6
-
-
200 mm dia. pipe
4
-
-
250 mm dia. pipe
1
-
-
300 mm dia. pipe
1
-
-
Supply of Double Air Valve
-
-
-
i) 100 mm dia.
2
-
-
ii) 80 mm dia.
2
-
-
iv) 65 mm dia.
7
-
-
Supply of Nut & Bolts for fitting fixing of sluice valve, air valve and specials etc.
650
-
-
Supply of rubber gasket for fitting fixing of sluice valve, air valve and specials etc.4mm thick
24
-
-
Q. Road restoration for laying and crossing of raw water pumping main, clear water pumping main and distribution pipe network of National highway , state PWD, municipal board of black topping road, pavers block road and cement concrete road
-
-
-
For laying and crossing the pipe line through the National Highway including Security as per NH requirement
8000
-
-
Laying and crossing of pipe line in all type of Road under State PWD Roads including cost of all permission for laying of pipe lines to the PWD authority.
7000
-
-
Laying and crossing the pipe line with all type of Roads under PWD, Municipal Board including cost of permission for laying of pipe lines from the concern authority
7030
-
-
R. Trial run for 1 (one) month of the entire Project Trial run of the scheme for one month after commission of the scheme including cleaning of distribution network pipe line, treatment plant units, repairing of leakages occurs if any of the distribution, raw & clear water pumping main, electrical appliances etc. all complete including supply of chemicals for treatment of water excluding payment of Electricity Bill.
-
-
-
i) Bleaching
6
-
-
ii) Hydrated Alum
14.5
-
-
iii) Electrician
2
-
-
iiii) Pump operator
4
-
-
iv) Plumber
10
-
-
iii) Labour
13
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements