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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹187.3 CrAdmitted-Finance | ₹187.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹196.3 CrAdmitted-Finance | ₹196.3 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | shyan Engineers Project Private Limited L2 | Aditya Arav Dev-Cons Co. Pvt. Ltd. L1 |
|---|---|---|---|---|---|
| 1.00Construction of 23.50 MLD Coventional WTP | |||||
| 2.00Designing (asthetically) providing, constructing and commissioning conventional water treatment plant consisting of all Civil, Mechanical and Electrical works including cost of providing and applying Epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, Mechanical and Electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trail run for 3 months etc. compete as directed by Engineer-in-Charge. (Turn-Key Job). | |||||
| 3.00Aeration Fountain Plan area not less than 0.625 square meter per MLD | |||||
| 4.00Ventury Flume With necessary devices, consisting of simple mechanical indicator. (Pedastal type gauge) | |||||
| 5.00Flash mixer Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec-1vane mixer type conferming to I.S. 7090 of 1985 | |||||
| 6.00Flocculator Confirming to I.S. 7208 of 1974 (type C) with detention period of 30 minutes. | |||||
| 7.00Clarifier Horizontal flow cicular tank, detention period 2-5 hours , overflow rate 30 cubic meter per day ( to be specified) , Weir loading not more than 300 cubic meter per meter per day , with mechanical sludge scaper confirming to I.S. 10313 1982 with necessary inlet arrangements | |||||
| 8.00Rapid Sand Filters and Filter House Filter designed for filtration rate of 5.000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified,filters to be located in filter house with roof slab,pipe gallery and platform minimum 5.5 metre in width with constsnt rate filtration or declining rate filtration | |||||
| 9.00a. Filter Sand Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7 nor less than 1.3m depth of water over sand 0.75 m, free board 50 cm, gravel 0.45m in depth, sand and gravel confirming to I.S. 8491(I) - 77, backwash by airwash, standard appurtenances( to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc. | |||||
| 10.00b. Wash Water Tank Capacity to be specified and suitable to supply water to wash specified number of filter beds at a time 12 min @ 600 lit/sqm/min. under a head of 12 m at under a drain | |||||
Tender Value
₹162.9 Cr
EMD Value
₹1.6 Cr
Closing Date
18 Nov 2021, 4:00 pmClosed
Executive Engineer
Executive Engineer, D.W. and S. Division Dhanbad-2
Baghmara Rural Water Supply Scheme under D.W. and S. Division Dhanbad-2 on turnkey basis.
2021_DWSD_52743_1
DWSD/Dhanbad-2/05/2021-22
Open Tender
Civil Works
1005 days
Dhanbad
Please refer Tender documents.
15 documents required · 15 mandatory
₹10,000
Yes
Executive Engineer, D.W. and S. Division Dhanbad-2
₹1.6 Cr
Yes
O/o Engineer in Chief D.W. and S. D., Nepal House.
5 Jan 2022
1 Nov 2021
23 Nov 2021
1 Nov 2021
18 Nov 2021
12 Nov 2021
12 Nov 2021
Amount
Construction of 23.50 MLD Coventional WTP
Designing (asthetically) providing, constructing and commissioning conventional water treatment plant consisting of all Civil, Mechanical and Electrical works including cost of providing and applying Epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, Mechanical and Electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trail run for 3 months etc. compete as directed by Engineer-in-Charge. (Turn-Key Job).
Aeration Fountain Plan area not less than 0.625 square meter per MLD
Ventury Flume With necessary devices, consisting of simple mechanical indicator. (Pedastal type gauge)
Flash mixer Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec-1vane mixer type conferming to I.S. 7090 of 1985
Flocculator Confirming to I.S. 7208 of 1974 (type C) with detention period of 30 minutes.
Clarifier Horizontal flow cicular tank, detention period 2-5 hours , overflow rate 30 cubic meter per day ( to be specified) , Weir loading not more than 300 cubic meter per meter per day , with mechanical sludge scaper confirming to I.S. 10313 1982 with necessary inlet arrangements
Rapid Sand Filters and Filter House Filter designed for filtration rate of 5.000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified,filters to be located in filter house with roof slab,pipe gallery and platform minimum 5.5 metre in width with constsnt rate filtration or declining rate filtration
a. Filter Sand Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7 nor less than 1.3m depth of water over sand 0.75 m, free board 50 cm, gravel 0.45m in depth, sand and gravel confirming to I.S. 8491(I) - 77, backwash by airwash, standard appurtenances( to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc.
b. Wash Water Tank Capacity to be specified and suitable to supply water to wash specified number of filter beds at a time 12 min @ 600 lit/sqm/min. under a head of 12 m at under a drain
c. Wash Water Pumps Capacity to fill water tank in 1 hour with 100% standby.
d. Air Blowers Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4 kg/square cm at the underdrains (100% standby) for period of 5 min
Chemical House in Two Storeys
a. Ground Floor to accommodate 7 days alum requirement and sundry storage.
b. First Floor to accommodate alum and lime tanks, chain pulley block etc.
c. Solution tanks Minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only) confirming to I.S. 9222 part-I 1979.
Pure Water Sump and Pump House.
a. Capacity of sump One hour of designed flow. b. Pump House Pump House of required size over the sump or by the side.
Store House Suitable for alum storage of three months and 7 days temporary storage,7 days TCL requirement in monsoon with 20% extra capacity for other sundry articles.
Vaccum feed type chlorinator - make to be approved. By MJP a. Confirming to I.S. 10533 - A Part -II 1983. b. Chlorinator equipment and container room to confirm to I.S. 10553 Part - I 1983. c. 100% standby shall be provided.
By pass arrangements - C.I. Or M.S. pipes.i) By passing all units of T.P. (ii) By passing flash mixer, clariflocculator. (iii) by passing flash mixer,clariflocculator and filter units.
Disposal of waste from WTP; Safe disposal arrangement to nearby naala including cost of pipe
For WTP capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pumping machinary, rising main etc. complete
Drainage arrangements To decent all units of WTPwith CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla.
Electrical installation Both internal and external including entire plant area.
Laboratory equipment as per requirement (to specified during tendering).
Sanitary blocks Carpet area-15 square metre minimum upto 25 mld and 25 squre metre above 25 mld
Administrative block and internal road To accommodate office room. Chlorine room laboratory room,panel board room, blower room etc. and WBM road to connect all units from main gate of plot.
Rates given below are inclusive of uplift pressure if any and dewatering during entire work.
Disposal of waste from WTP; safe disposal arrangement to nearby nalla including cost of pipes.
For WTP of capacity 30 mld and more and additional arranangement for backwash water recycle shall be provided,including sump,pumping machinery, rising main etc. complete.
All pipes conduits channel with 22% overloading.
These rates are applicable for seimic zones-2,3 and 4.
All RCC structures shall be constructed in m-300.
All pipes and conduits channel with 20% overloading capacity.
Capacity of Conventional WTP – 23.50 MLD
Providing installing and giving satisfates full -Bore Electromagnetes Flow Meter
Elevated Service Reservoir (ESR)
Designing (aesthetically) and constructing RCC Elevated Service Reservoir of following capacity with RCC staging consisting of columns, internal and external bracing spaced vertically not more than 4.0 m centre to centre of ESR having capacity above 500 m3 & not more than 6 m c/c of E.S.R. having capacity 500 m3 including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 m, all labour and material charges including lowering, laying, erecting hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicators, lightning conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 m height with locking arrangement of approved design B.B. masonary cambers for all valves, ventilating shafts providing and applying three coats of cement paint to the structure including roof slab an depoxy paint to internal surface and anti-termite treatnment for underground parts of the structure and giving satisfactory water tightness test as per IS Code. The job to include painting the name of the scheme and other details on the reservior as per the direction of E/I charge
The design of the structure be in accordance with relevant (I.S. 3370-2009 or revised)
The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic force and I.S. 11682-1985 for R.C.C. staging of overhead tanks.
For design having more than 6 columns, providing of internal bracing is obligatory, external bracing is also obligatory.
The entire structure shall be in M-250 mix only. However concrete in contact with water such as container, base slab, wall, roof slab & footing in water borne area shall be M-300.
Plain around mild steel bars grade I confirming to IS 432 part - I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed.
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.
Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300.
These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition.
All condition given in the member secretary's circular no. MJP/TS-I/350/1668 dt 2.08.97 and MPJ/S-I/350/2127 dt 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.
ESR for Zone - 1 Capacity- 6.44 LL staging height - 20 m
ESR for Zone - 2 Capacity- 1.38 LL staging height - 23 m
ESR for Zone - 3 Capacity- 4.78 LL staging height- 22 m
ESR for Zone - 4 Capacity- 4.48 LL staging height- 22 m
ESR for Zone - 5 Capacity- 7.49 LL staging height- 19 m
ESR for Zone - 6 Capacity- 5.65 LL staging height- 18 m
ESR for Zone -7 Capacity- 7.93 LL staging height- 23 m
ESR for Zone - 8 Capacity- 6.77 LL staging height- 8 m
ESR for Zone - 9 Capacity- 5.33 LL staging height- 19 m
ESR for Zone -10 Capacity- 3.68 LL staging height- 21 m
ESR for Zone -11 Capacity- 4.74 LL staging height- 13 m
ESR for Zone -12 Capacity- 3.17 LL staging height- 10 m
GSR (SUMP) for Capacity- 12.00 LL
Providing, installing and giving satisfactory field testing of bulk water meter, horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with flanges at both ends and conforming to class B as per ISO 4064 along with manufacturer's test certificate and guarantee certificate, including cost of all materials and labour etc with OIML. MID certification for Abroad meter and FCRI for India including 36 months guarantee etc complete.
Construction of (10 m dia X 15.3 m depth) Intake Well.
Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job.
Earth work in excavation of foundation trenches of toe wall , spillway, head regulator, outlet, intake well etc as per designed section in all kinds of soil including , moorum soil, mixed with Kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50 m away from the edge of the trenches) initial lift of 1.50 mtr as per specification and direction of E/I.
Initial Lift
1st Lift
2nd Lift
3rd Lift
4th Lift
Earth work in excavation of foundation trenches of toe wall , spillway, head regulator, intake well and outlet etc as per designed section in ordinary rock or soft rock (vide classification of soil item C ) with disposal of soil (beyond 50 m away from the edge of the trenches)with initial lead of 150 mtr & initial lift of 1.50 mtr as per specification and direction of E/I. (Soft rock where blasting is required and approved by concerned Chief Engineer)
4th Lift
5th Lift
6th Lift
E/W excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as designed section in Hard rock (Vide classification of soil item-C) with disposal of soil where blasting is required and stacking properly in approved stack size in approved stack yard (beyond 50m away from the edge of the trenches in country side) with initial lead of 150m and initial lift 1.5m as per specification and direction of E/I.
7th Lift
8th Lift
Providing and laying P.C.C or R.C.C. M-150 with nominal mix (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge.
Providing and laying in situ cement concrete of trap/ granite/ quartzite/ gniess metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood formwork, bully/ steel propups, compaction, finishing and curing etc complete (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S. or Tor)
Providing and costing in situ cement concrete of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawing and design or as directed by Engineer-In-Charge including normal dewatering, centering plywood, ormwork bully/ steel prop ups, compaction finishing the formed surface with 1:3 sufficient minium thickness if special finish is to be provided and curing etc complete (excluding the cost of reinforcement) For RCC M-300 grade slabs/landings/ vertical walls/ waist slabs/ steps for stair case in foundation stain wall of Intake well
Providing and costing in situ cement concrete of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawing and design or as directed by Engineer-In-Charge including normal dewatering, centering plywood, ormwork bully/ steel prop ups, compaction finishing the formed surface with 1:3 sufficient minium thickness if special finish is to be provided and curing etc complete (By weigh of batching and mix design for M-250 only)
Providing and casting in situ cement concrete of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawing and design or as directed by Engineer-In-Charge including normal dewatering, centering plywood, ormwork bully/ steel prop ups, compaction finishing the formed surface with 1:3 sufficient minium thickness if special finish is to be provided and curing etc complete.
Providing R.C.C M-250 in nominal mix (1:1:2) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge.
Providing R.C.C M-250 in nominal mix (1:1:2) in Lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge.
Providing R.C.C. M-250 in roof slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of E/I.
Providing 63 mm average thick RCC M-200 with nominal mix of (1:1.5:3) in chhajja with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 ncluding,taking drip course in concrete screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating,striking,6 mm thick cement plaster (1:4) in ceiling and sides of chhajja with sand of FM 1.5,curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.
Providing TMT reinforcement (TOR steel) 12 mm as per approved design drawing,removal of rust cutting,bending,binding including supplying an nealed wire placing MS rods in position all complete job as per specification and direction of E/I.
Providing designation 75A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F. M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, ranking out joints to 15mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.
Supplying fitting and fixing fully glazed steel door window or ventilators of standard rolled Z and mullion section and sizes as per I.S.-1038 joints met and welded with 100x16x3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15x10x10 cm size including cost of oxidized iron fitting with hinges,handle per teps, catch springs 3mm thick plain glass panes with Aluminium beads and inner frame fixed with lugs of 20 mm long 6.3mm G.I.counter sunk machine screw and nuts and applying a coat of red lead paint,carriage to work site hoisting and placing in position in all storey and taxes all complete as per building specification and direction of E/I
Supplying, fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2 mm at 100 mm. Centres and braced with M.S. flat diagonals 20x3 mm with top and bottom rails of T. iron 40x40x6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stopers, handles including applying a priming coat of red lead paint, carriage, hoisting and taxes all complete as per building specification and direction of E/I.
Providing 12 mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I.
Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of FM 1.5 including screening,curing with all leads and lift of water ,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface including preparing the plasterded surface smooth with sand paper,scaffolding, curing and taxes all complete as per building specification and direction of E/I
Providing two coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I.
Providing & fixing R.S joist ISMB 300 x 140 mm size fitting and fixing in position including cutting to required in shape and size, its carrage applying a primer coat of red lead paint etc. All complete job and direction of E/I
Providing & fixing GI pipe railing having 1 m height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 m c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.
Providing and fixing M.S. sluice gate in position as per detailed drawing and specifiaction including cost of all materials, labour, operating pedestal, connecting road, paionting with 3 coats of anti corrosive paint etc complete as directed by Engineer-in-charge.
Providing and fixing in position C.I./M.S. rose pieces in Intake well including cost of all materials and labour, Painting with three coats of anti-corrosive all paints, etc complete as directed by Engineer-in-charge
Supplying materials and labour for fixing 20 mm dia M.S. bar steps in steining wall of 0.30 m internal and staggered in (1:2:4) cement concrete including scaffolding and curing etc all complete as per specification and direction E/I.
Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
Cement 10 KM lead
Steel 10 KM lead
Sand 36 KM lead
Bricks 6 KM lead
Stone/Stone Chips 11 KM lead
Construction of R.C.C. Gangway 100 Mtrs Long X 3 Mtrs Width
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Gang Way 50 M long and 3.0 M wide etc. all complete job.
Earth work in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I.
Initial Lift
1st Lift
Providing P.C.C M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per specification and direction of E/I.
Providing and laying insitu cement concrete of trap/ granite/ quartzite/ gnesismetal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood form work, bully/steel propups, compaction, finishing, curing etc. (By weigh batching and mix design for M-300 only).
Providing and laying insitu cement concrete of trap/ granite/ quartzite/ gnesismetal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood form work, bully/steel propups, compaction, finishing, curing etc. (By weigh batching and mix design for M-300).
Column (Piers) - M30
Providing and laying insitu cement concrete of trap/ granite/ quartzite/ gnesismetal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood form work, bully/steel propups, compaction, finishing, curing etc. (By weigh batching and mix design for M-250).
Providing R.C.C.M-200 in nominal mix of (1:1.5:3) in foundation with approved quality stone chips of 20mm to 6mm size graded and clean course sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concretein mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete, as per building specification and direction of E/I.
Providing R.C.C.M-200 in nominal mix of (1:1.5:3) in roof slab with approved quality stone chips of 20mm to 6mm size graded and clean course sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concretein mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete, as per building specification and direction of E/I. In Slab
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire)
Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, Scaffolding where ever required and its removal royalty and all other taxes etc. complete job as per specification and direction of E/I.
Providing 6 mm thick cement plaster (1:4) in ceiling with clean course sand of F.M. 1.5 including screening, curing with all leads & lifts of water, Scaffoldings, taxes & royalty all complete as per building specification & direction of E/I.
Providing and fixing G.I. pipe railing having 1.0m height consisting 50x50x6 mm thick M.S. angles as verticals at 1.5m c/c, and additional poles at every corner with three rows of 25mm dia G.I. pipes of medium class variety as horizontal and painting three coats of oil paint over 1 coat of anti corrosive paint of approved colour & shade including cost of all labour, tranporting bends to curved shape etc. complete.
Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffloding, curing and all taxes complete as per building specifications and direction of E/I.
Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
Cement 10 KM lead
Steel 10 KM lead
Sand 36 KM lead
Stone/Stone Chips 11 KM lead
Coffer dam for Intake and Gangway
Providing, constructing coffer dam in river basin/dam storages as per type design including excavation,filling the middle portion with B.C.soil (in gunny bags if required).Providing impervious / semimpervious materials on both side of B.C.soil(in gunny bags if required) including ramming, compacting to satisfaction of Engineer-in-charge,till the completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in-charge.
For Gangway
For Intake Well
Dewatering the Excavated trenches and pools of water in the building trenches/pipeline trenches,well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. all Complete(with 10%C.P and 5% O.H.C)
For Gangway
For Intake Well
Mechanical & Electrical Work at Intake well
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Raw water pumping Machinery with all complete job.
Supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under-
Providing, erecting & commissioning of single/ multi stage, Vertical Turbine Pump confirming to IS: 1710 having discharge 89.45 LPS against the total head 116 m of Kirloskar/ WPIL/ Mather & Platt make, consisting of bowl assembly, bronze / Stainless Steel impellers, stainless steel pump shaft and line shaft of 6m flanged column assembllies of 1.5m length and with 9mm thick MS fabricated column assembly, water lubricated, strainers, prelubrication tank, suitable coupling, pressure gauge, Suitable size of Zero velocity valve, NR valves, Sluice valves, Butterfly Valve & foot Valve with dismantling joint. Including Piping work for Delivery/ Suction line, common header, base plate, PCC foundation, etc. Pump shall be coupled with TEFC squirrel cage Induction Motor IE3 rated having 10% more BHP than that of pump, of Kirloskar/ ABB / BHEL/ CGL / Marathon make confirming to IS: 325 & IS: 12615, operating on 415 V, 3 Phase, 50 C/S, A.C Supply having speed 1500 rpm all complete as per Indian standard specification and direction of E/I.
Discharging - 89.45 LPS and Head - 116 M (3W + 2S)
Supplying, installation, testing & commissioning of suitable capacity and rating of APFC Panel with suitable super heavy duty Capacitor Banks with detuned reactors for power factor correction & improvement for operation on 3 phase, 50 Hz, 415 V+/- 10% with all required and suitable accessories, etc. all complete.
Supplying & erecting of 400 Sq.M.M. x 3.5 core XLPE Aluminum armoured 1.1 KV grade cable including laying on cable tray along gangway from Transformer to LT Panel in the Intakewell pump house.
Supplying & erecting of 150 Sq.M.M. x 3.0 core XLPE 1.1 KV grade solid/ stranded armoured copper conductor with 6 mm thick cable including laying on wall/floor from LT Panel to Starter & Motors.
Providing , erecting and commissioning 5 Tonne Single Girder Hand Operated Circular / Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50 % overload including arrangement for longitudinal travel/circular travel and cross travel with wheel,hand chain,etc. all complete.
Providing & erecting earthing for each motors, Panel, Stabiliser & other electrical equipments with suitable Copper earth plate, GI pipe, charcoal, salt, etc. all complete as per IE Rule.
Supplying and doing electrical wiring and internal and external lighting i.e. lighting of gangway and ESS for Raw water plant with LED luminaries as required and as per direction of E/I.
Supplying and erecting of Lightening Arrester for pump house, Fire fighting system, emergency light with inverter and battery, display boards at pumphouse and ESS, safety gadgets e.g. hand gloves, gumboot, helmet, First aid box, insulation pad near each electrical controls and equipments, maintenance and other required tools & tackles, etc. as per requirement & direction of E/I.
Supplying, Installation & Commissioning of Distribution Electric Substation with all materials e.g. Air break switch, 3 set horn gap fuses, Drop Out Fuse, earthing complete set, Disc/ Pin insulator, fuse barrel, double core out door C.T / P.T, 3 sets lightening arrester, bus bars, isolators and suitable outdoor type 630A VCB with control & relay panel, required no. of PSC poles, stay sets, different types of M.S channel, M.S. angle, welded joint, nut bolts, etc. including the cost of fabrication, grouting & P.C.C. foundation block and providing safety arrangements etc. for designing and constructing electric substation of suitable size with switch room/electrical building inside the ESS campus, painting, PCC flooring, making cable ducts, covering by RCC slabs/grilled cover after laying required cables and sand filling, doing boundary and grilling, making steel double door suitable size gate, punning, plastering, painting, etc and making and finishing plinth for installation of 1 Nos. 1000 KVA (11KV/ 0.433KV) transformer with all required materials and acessories, etc. all complete as per the norms of SEB.
(Mechanical & Electrical Part at WTP)
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Clear Water C.F. Pump with all complete job
Suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as (Please refer to Section 5,Sl. 2.5 of SBD)
Providing, erecting & commissioning of Horizontal spit casing/Multistage centrifugal pump [make: Kirloskar / WPIL / Mather & Platt] as per IS: 5120, capable for required discharge against total head consisting of suitable bronze impellers, pump shaft & other accessories coupled with TEFC squirrel cage Induction Motor IE3 rated having 10% more BHP than that of pump, of Kirloskar/ ABB / BHEL/ CGL / Marathon make confirming to IS: 325 & IS: 12615, operating on 415 V, 3 Phase, 50 C/S, A.C Supply having speed 1500 rpm with a suitable Type coupling and mounted on a common M.S.fabricated Base plate including construction of foundation, erection and doing alignment ,with pressure gauge, Suitable size of Zero velocity valve, NR valves, Sluice valves, Butterfly Valve & foot valve and stainer, Piping work for Suction & Delivery line, common header & other piping works, standard fittings all complete as per site requirement and direction of E/I.
ESR-1: Discharge = 27.94 LPS, Head = 36 m and (1W + 1S )
ZONE-1: Discharge = 46.20 LPS, Head = 61 m and (1W + 1S )
ZONE-2: Discharge = 64.74 LPS, Head = 146 m and (3W + 2S )
Supplying, installation, testing & commissioning of APFC Panel with suitable super heavy duty Capacitor Banks with detuned reactors for power factor correction & improvement for operation on 3 phase, 50 Hz, 415 V+/- 10% with all required and suitable accessories, etc. all complete.
Supplying and erecting, assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load relay and ON & OFF push buttons, with necessary material and connected to supply, etc. all complete.
Supplying & erecting of 400 Sq.M.M. x 3.5 core XLPE Aluminum armoured 1.1 KV grade cable including laying on cable tray from Transformer to LT Panel in the WTP pump house.
Supplying & erecting of required 3.0 core XLPE 1.1 KV grade solid/ stranded armoured copper conductor with 6 mm thick cable including laying on wall/floor from LT Panel to Starter & Motors.
a) 16 sqmm
b) 50 sqmm
c) 150 sqmm
Providing , erecting and commissioning 5 Tonne Single Girder Hand Operated Circular / Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50 % overload including arrangement for longitudinal travel/circular travel and cross travel with wheel,hand chain,etc. all complete.
Providing & erecting earthing for each motors, Panel, Stabiliser & other electrical equipments with suitable Copper earth plate, GI pipe, charcoal, salt, etc. all complete as per IE Rule.
Supplying and erecting of Lightening Arrester for pump house, Fire fighting system, emergency light with inverter and battery, display boards at pumphouse and ESS, safety gadgets e.g. hand gloves, gumboot, helmet, First aid box, insulation pad near each electrical controls and equipments, maintenance and other required tools & tackles, etc. as per requirement & direction of E/I.
Supplying, Installation & Commissioning of Distribution Electric Substation With All materials e.g. Air break switch, 3 set horn gap fuses, Drop Out Fuse, earthing complete set, Disc/ Pin insulator, fuse barrel, double core out door C.T / P.T, 3 sets lightening arrester, bus bars, isolators and suitable outdoor type 630A VCB with control & relay panel, required no. of PSC poles, stay sets, different types of M.S channel, M.S. angle, welded joint, nut bolts, etc. including the cost of fabrication, grouting & P.C.C. foundation block and providing safety arrangements etc. for designing and constructing electric substation of suitable size with switch room/electrical building inside the ESS campus, painting, PCC flooring, making cable ducts, covering by RCC slabs/grilled cover after laying required cables and sand filling, doing boundary and grilling, making steel double door suitable size gate, punning, plastering, painting, etc and making and finishing plinth for installation of 1 Nos. 1250 KVA (11KV/ 0.433KV) transformer with all required materials and acessories, etc. all complete as per the norms of SEB.
(Mechanical & Electrical Part at SUMP)
Clear water Pumping machinery with all accessories and required works at SUMP.
Suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as (Please refer to Section 5,Sl. 2.5 of SBD)
Providing, erecting & commissioning of Horizontal spit casing/Multistage centrifugal pump [make: Kirloskar / WPIL / Mather & Platt] as per IS: 5120, capable for required discharge against total head consisting of suitable bronze impellers, pump shaft & other accessories coupled with TEFC squirrel cage Induction Motor IE3 rated having 10% more BHP than that of pump, of Kirloskar/ ABB / BHEL/ CGL / Marathon make confirming to IS: 325 & IS: 12615, operating on 415 V, 3 Phase, 50 C/S, A.C Supply having speed 1500 rpm with a suitable Type coupling and mounted on a common M.S.fabricated Base plate including construction of foundation, erection and doing alignment ,with pressure gauge, Suitable size of Zero velocity valve, NR valves, Sluice valves, Butterfly Valve & foot valve and stainer, Piping work for Suction & Delivery line, common header & other piping works, standard fittings all complete as per site requirement and direction of E/I.
ZONE-3: Discharge = 54.98 LPS, Head = 58 m and (1W + 1S )
ZONE-4: Discharge = 66.27 LPS, Head = 145 m and (1W + 1S )
Supplying, installation, testing & commissioning of APFC Panel with suitable super heavy duty Capacitor Banks with detuned reactors for power factor correction & improvement for operation on 3 phase, 50 Hz, 415 V+/- 10% with all required and suitable accessories, etc. all complete.
Supplying and erecting, assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load relay and ON & OFF push buttons, with necessary material and connected to supply, etc. all complete.
Supplying & erecting of 400 Sq.M.M. x 3.5 core XLPE Aluminum armoured 1.1 KV grade cable including laying on cable tray from Transformer to LT Panel in the SUMP pump house.
Supplying & erecting of required 3.0 core XLPE 1.1 KV grade solid/ stranded armoured copper conductor with 6 mm thick cable including laying on wall/floor from LT Panel to Starter & Motors.
a) 50 sqmm
b) 150 sqmm
Providing , erecting and commissioning 5 Tonne Single Girder Hand Operated Circular / Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50 % overload including arrangement for longitudinal travel/circular travel and cross travel with wheel,hand chain,etc. all complete.
Providing & erecting earthing for each motors, Panel, Stabiliser & other electrical equipments with suitable Copper earth plate,/Strip GI pipe, charcoal, salt, etc. all complete as per IE Rule.
Supplying and doing electrical wiring and internal and external lighting for Clear water plant with LED luminaries as required and as per direction of E/I.
Supplying and erecting of Lightening Arrester for pump house, Fire fighting system, emergency light with inverter and battery, display boards at pumphouse and ESS, safety gadgets e.g. hand gloves, gumboot, helmet, First aid box, insulation pad near each electrical controls and equipments, maintenance and other required tools & tackles, etc. as per requirement & direction of E/I.
Supplying, Installation & Commissioning of Distribution Electric Substation With all materials e.g. Air break switch, 3 set horn gap fuses, Drop Out Fuse, earthing complete set, Disc/ Pin insulator, fuse barrel, double core out door C.T / P.T, 3 sets lightening arrester, bus bars, isolators, required no. of PSC poles, stay sets, different types of M.S channel, M.S. angle, welded joint, nut bolts, etc. including the cost of fabrication, grouting & P.C.C. foundation block and providing safety arrangements etc. for designing and constructing electric substation of suitable size with switch room/electrical building inside the ESS campus, painting, PCC flooring, making cable ducts, covering by RCC slabs/grilled cover after laying required cables and sand filling, doing boundary and grilling, making steel double door suitable size gate, punning, plastering, painting, etc and making and finishing plinth for installation of 1 Nos. 1250 KVA (11KV/ 0.433KV) transformer with all required materials and acessories, etc. all complete as per the norms of SEB.
Raw Water Rising Main
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Laying of Clear water Rising Main.
Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-9 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all completewith one no. rubber insertion along with each pipe(including carriage 300 Km)
DI K-9,Dia 600 mm
Supplying labour tools and tackles for testing of laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 m meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
Providing and supplying lSI standard D.I.specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523
Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)
Sluice Valve-Dia 600 mm
Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangement as per test pressure stainless steel spindle, caps including all transportation etc complete (without bypass arrangement PN 1.6 (with ED)
Air Valve Flanged Type - PN -1.6 (50mm)
Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge
Earthwork in excavation in ordinary rock or soft rock(where blasting is not needed)(vide classification of soil item c) with initial lead of 10 M and initial lift of 1.5 m including dessing making the sites in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I (20%)
Labour charge for one cutting of cast iron pipe and specials including necessary tools and plants , chipping of filling surface finish as per specification and direction of E/I
Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard ,barrier and red light to safe guard against accident ,all complete ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.
600 mm dia K-9
Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from store to site of work, cost of all material and giving satisfactory hydraulic testing etc. complete (for all class of valves)
50 mm dia air valve
Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
Sluice valve 600 mm dia
Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.
Construction of B.W. masonary valve chamber of size (1.50X1.20X1.50)m size
Supply of all materials & Construction of thrust block wherever required.
200 mm dia pipe
Clear Water Rising main.
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Laying of Clear water Rising Main.
Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-9 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all completewith one no. rubber insertion along with each pipe(including carriage 300 Km)
DI K-9,Dia 100 mm
DI K-9,Dia 150 mm
DI K-9,Dia 200 mm
DI K-9,Dia 250 mm
DI K-9,Dia 300 mm
DI K-9,Dia 400 mm
DI K-9,Dia 450 mm
Supplying labour tools and tackles for testing of laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 m meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
DI K-9,Dia 100 mm
DI K-9,Dia 150 mm
DI K-9,Dia 200 mm
DI K-9,Dia 250 mm
DI K-9,Dia 300 mm
DI K-9,Dia 400 mm
DI K-9,Dia 450 mm
Providing and supplying lSI standard D.I.specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523
100 mm to 300 mm dia
350 mm to 450 mm dia
Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)
DI K-9,Dia 100 mm
DI K-9,Dia 150 mm
DI K-9,Dia 200 mm
DI K-9,Dia 250 mm
DI K-9,Dia 300 mm
DI K-9,Dia 400 mm
DI K-9,Dia 450 mm
Providing and Supplying air valves as per IS-10845-2000at MJP's standard specifications of approved make and quality of following diameters including all taxes (central & local), railway freight, inspection charges, unloading from railway wagons, laoding in to truck, transportation upto departmental stores/ site unloading and stacking etc. complete. (Airvalve singe ball flange/ Screwed type -PN-1.6).
25mm dia Air Valve
40mm dia Air Valve
50mm dia Air Valve
Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge
Earthwork in excavation in ordinary rock or soft rock(where blasting is not needed)(vide classification of soil item c) with initial lead of 10 M and initial lift of 1.5 m including dessing making the sites in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I (20%)
Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard ,barrier and red light to safe guard against accident ,all complete ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.
DI K-9,Dia 100mm
DI K-9,Dia 150mm
DI K-9,Dia 200mm
DI K-9,Dia 250 mm
DI K-9,Dia 300 mm
DI K-9,Dia 400 mm
DI K-9,Dia 450 mm
Lowering, laying and fixing in proper alignment and positioning all types of C.I. air valves as directed by Engineer-in-Charge including cost of conveyance from store to site of work, cost of all material and giving satisfactory hydraulic testing etc. complete. (for all class of valves). Air Valve single Ball (PN-1 and PN-1.6)
25mm dia Air Valve
40mm dia Air Valve
50mm dia Air Valve
Supplyng labour and tools for fixing sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
100 mm Dia
150 mm Dia
200 mm Dia
250 mm Dia
300 mm Dia
400 mm Dia
450 mm Dia
Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.
Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50)m size
Construction of B.W. masonary valve chamber of size (1.50X1.20X1.50)m size
Supply of all materials & Construction of thrust block wherever required.
For 150 mm to 200 mm dia pipe
Supply of all materials & Construction of thrust block wherever required.
For 250 mm to 300 mm dia pipe
Supply of all materials & Construction of thrust block wherever required.
For 400 mm to 500 mm dia pipe
RAILWAY CROSSING
Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including all taxes (Central and local), railway freight, insurance unloading from railway wagon, loading into truck, transport to stores / site, unloading, stacking, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
Railway Crossing (10 mm Thick)
900 mm casing for 600 mm Dia pipe
700 mm casing for 450 mm Dia pipe
500 mm casing for 250 mm Dia pipe
400 mm casing for 200 mm Dia pipe
300 mm casing for 150 mm Dia pipe
250 mm casing for 100 mm Dia pipe
Providing and applying primer and one coat of red oxide of iron paint, externally, including cleaning the surface of the pipes with steel scrappers, wire brushes, and metal cleaning solution, etc.
Installation of product pipe by guided Auger borining method including making of entry and exit pits,all realted civil works like excavation,shoring/strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit, laying and jointingof product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of Engineer-in-charge all complete except the cost of pipe. average cover of 1.5M depth below G.L. (upto 100 meter installation length)
upto 300 mm dia
250 mm dia
Above 450 mm to 600 mm Dia
500 mm dia
Above 600 mm to 900 mm Dia
700 mm dia
Distribution System
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labour, materials, equipment to procure and laying of pipes for distribution main .
Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge (Classification soil item B) - 70% of excavated earth.
Earthwork in excavation in ordinary rock or soft rock(where blasting is not needed)(vide classification of soil item c) with initial lead of 10 M and initial lift of 1.5 m including dessing making the sites in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I.
Supplying tool cutting road as well restoring the same as per specification and direction of E/I
Pucca road-
Water Bound Macadam Road-
Dismentaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.
Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.
Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.
Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-7 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete( including cost of rubber gasket along with each pipe .)
(i) 100 mm dia pipe
(ii) 150 mm dia pipe
(iii) 200 mm dia pipe
(iv) 250 mm dia pipe
(v) 300 mm dia pipe
(vi) 350 mm dia pipe
Providing and supplying lSI standard D.I.specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523
100 mm to 300 mm dia
350 mm to 450 mm dia
Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
(i) 100 mm dia pipe
(ii) 150 mm dia pipe
(iii) 200 mm dia pipe
(iv) 250 mm dia pipe
(v) 300 mm dia pipe
(vi) 350 mm dia pipe
Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard ,barrier and red light to safe guard against accident ,all complete ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.
(i) 100 mm dia pipe
(ii) 150 mm dia pipe
(iii) 200 mm dia pipe
(iv) 250 mm dia pipe
(v) 300 mm dia pipe
(vi) 350 mm dia pipe
Labour charge for one cutting of cast iron pipe and specials including necessary tools and plants , chipping of filling surface finish as per specification and direction of E/I
(i) 100 mm dia pipe
(ii) 150 mm dia pipe
(iii) 200 mm dia pipe
(iv) 250 mm dia pipe
(v) 300 mm dia pipe
(vi) 350 mm dia pipe
Providing Double Flanged Sluice valve (Size 50 mm to 1200 mm) confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.0)
(i) 100 mm dia pipe
(ii) 150 mm dia pipe
(iii) 200 mm dia pipe
(iv) 250 mm dia pipe
(v) 300 mm dia pipe
(vi) 350 mm dia pipe
Providing Double Flanged Scour valve (Size 50 mm to 1200 mm) confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.0)
(i) 100 mm dia pipe
Supplyng labour and tools for fixing CI/DI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
(i) 100 mm dia pipe
(ii) 150 mm dia pipe
(iii) 200 mm dia pipe
(iv) 250 mm dia pipe
(v) 300 mm dia pipe
(vi) 350 mm dia pipe
Scour Valve
Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size
Construction of B.W. masonary valve chamber of size (1.50X1.20X1.50)m size
BOUNDARY/ COMPOUND WALL (Boundary wall = 1793.20 M)
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.
Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. Qnty in Foundation:
Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. Qnty in Foundation:
Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Stiffners with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I.
providing two coats of snow cerm of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper , scaffolding,curing and taxes all complete as per building specification & direction of E/I. .
Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I
filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I
Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
Cement 10 KM lead
Steel 10 KM lead
Sand 36 KM lead
Bricks 6 KM lead
Stone/Stone Chips 11 KM lead
Cost of Gate (13 Nos)
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.
Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. Qnty in Foundation:
Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved quality of stone metal grade - III ( 20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved quality of stone metal grade - III ( 20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I
filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I
Supplying fitting & Fixing M.S grill gate with M.S grills made 20x6mm M.S flat or 16mm M.S square bars fitted 25x25x6mm M.S angle farme of size 60x60x6 mm including cost of fabrication,providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per direction of E/I.
Providing two coats of painting with ready mixed paint of approved shade and make over steel surface
Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
Cement 10 KM lead
Steel 10 KM lead
Sand 36 KM lead
Bricks 6 KM lead
Stone/Stone Chips 11 KM lead
Staff Quarters
Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Provision of twin type Staff Quarter etc. all complete job.
E / W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth obtained to a distance upto 50 M including all lift leveling, ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.
Providing, coarse clean sand in filling in foundation trenches/ in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E/I. (mode of measurement compacted volume).
Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
Providing P.C.C.M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M.2.5 to 3 including screening, shu ttering , mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge.
Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.
Providing 25 mm thick damp proof coarse with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer with 5 % cico or any other approved water proofing compound and placing in position, striking, curing, taxes & royalty all complete as per building specification & direction of E/I.
Providing designation 75 A brick work in C.M. (1:6) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, materials scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.
Providing R.C.C.M -150 with nominal mix of (1:2:4) in lintel with approved quality of stone ships 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer & placing in position vibrating, striking, curing (but excluding the cost of reinforcement), taxes & royalty all complete, as per building specification and direction of E/I.
Providing average 63 mm thick R.C.C.M-150 with nominal mix of (1:2:4) chajja with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, screening, centering, shuttering & mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster (1:4) in ceiling & sides of chajja with sand of F.M. 1.5, curing (but excluding the cost of reinforcement ) taxes and royalty all complete as per building specification of E/I.
Providing R.C.C. M-200 with nominal mix of (1:2:4) in roof slab with approved quality of stone chips 20 mm to 6 mm size Graded & clean coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building specification & direction of the E/I.
Supplying, fitting & fixing good quality, well dressed & well seasoned sal wood work in chaukhat in doors, windows, skylights, fanlights and C/W celestial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of the E/I.
Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S. Clamp properly fish tailed, including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification and direction of E/I .
Supplying fitting & fixing 38mm thick good quality well dressed and well seasoned Sal wood battened shutter ledged & braced in doors and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of E/I.
Supplying, fitting & fixing M.S. Grill made of 20 x 6mm M.S. Flat as per approved design & drawing properly fabricated with Joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per the building specification and direction of E/I. (where materials is not supplied by the Deptt.)
40Kg / sqm (40x7.56m2)
Providing 25 mm thick precast R.C.C. M-150 with nominal mix of (1:2:4) jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction of E/I.
Providing and fixing fan hook of 16 mm dia M.S. bar 1 meter long bent to required size and shape, placed in position and fixing in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. (where material is not supplied by Deptt.).
Supplying fitting and fixing M.S. grill gate with M.S. grills made of 20 x 6 mm M.S. flats or 16 mm .M.S. square bars fitted on 25 x 25 x 6mm. M.S. Angle frame of size 60 x 60 x 6 m m including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. (when steel is not supplied by the Deptt.)
Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I.
Providing 12 mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, Curing with all leads & lifts of water, scaffolding, taxes and royalty all complete as per building specification & direction of E/I.
Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sand finishing with neat punning a dado 6" (150 mm) high a side room and out side wall upto plinth level includng screening , curing with all leads & lifts of water , scaffolding , taxes and royalty all complete as per building specification & direction of E/I
Earth work in filling in foudation trenches & Plinth in layers not exceeding 150 mm thick well watered ,rammed ,fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I ( Mode of measurement compacted volume)
Providing 25 mm thick . First class patent stone flooring (1:2:4) with stone chips in two layers ,bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in pannels including cost of curing , finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all complete as per building specification & direction of E/I
Providing designation 75 A one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approved quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening ,raking out joints to 15 mm depth , curing taxes,royalty all complete as per building specification and direction (E/I)
White washing three coats over new surface with approved quality of lime including the cost of cleaning surface thoroughly and removing the scales & mosh marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.
Color washing two coats over a coat of white wash over new surface with approved quality of lime in approved shade including the cost of cleaning surface thoroughly and removing the scales & mosh marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.
Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after removing dirt, scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I
Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning , removing rust ,dirt ,scales ,smokes and grease and cleaning the surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I
Providing two coats of synthetic enamel paint of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of E/I.
Providing tor steel reinforcement of 8 mm dia as per approved design and drawing excluding carriage of bars to work site ,cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I.TMT Fe 500 (Only valid for SAIL and TATA )
Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
Cement 10 KM lead
Steel 10 KM lead
Sand 36 KM lead
Bricks 6 KM lead
Stone/Stone Chips 11 KM lead
Water Supply Sanitation Installation (Plumbing work)
Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I.
i) 25mm GI. Pipe.
ii) 15 mm GI. Pipe.
Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I.
i) 15 mm GI. Pipe
Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I.
Supplying and fixing GI fittings of approved make all complete as per direction of E/I.
(a) Elbow 15 mm dia
(b) Tee plane 15mm dia
(c) Nipple 15mm dia.
(d) Union Socket 25mm dia
(e) Union Socket 15mm dia
(f) Brass bib cock 15mm dia
(g) C.I stop cock 15mm dia
(h) C.I. stop cock 25mm dia
(i) Reducing Socket 25x15mm
(j) Tee 25x25x15mm dia
Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. (510mm.long with 12.5 Liter low level PVCSystem).
SEPTIC TANK and SOAK PIT
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I.
Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I.
Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mm to 6mm size well graded and clean course sand of FM-2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per building specification and directions of E/I.
(a) 19 mm thick
(b) 12 mm thick
Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I.
(a) B/W in C.M (1:4)
(b) B/W 75-B in (1:6) for Soak pit
(c) Brick work in dry masonry for soak pit.
Providing pre cast R.C.C. M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I.
Providing Tor reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I.
10 mm dia
Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead and yarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I.
(a)100mm dia H.C.I. Tee.
(b) 100mm dia H.C.I. Band
(c) 50mm dia H.C.I. Cowel
(d) 50mm dia H.C.I. Vent pipe
(e) 100mm H.C.I. Pipe
Supplying materials and labours and fixing 20mm dia M.S bar steps in wall of 0.3 m interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I.
Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete.
Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I.
Supplying materials and labours for constructing inspection chamber of designation class 75 B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475 mm G.I. Cover With frame ( Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I
Carriages of materials
(a) Brick –6 KM lead
(b) Sand -36 KM lead
(c) Stone chips -11 KM lead
(d) Steel 10 KM
(d) Cement- 10 KM lead
Electrical Works
Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required
Wiring for twin control light point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required
Wiring for light /power plug point with 2 x 4 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmm FR PVC insulated copper conductor single core cable for loop earthing etc as required
Copper sub main wiring in PVC conduit Wiring for sub main wiring with PVC insulated copper conductor single core in surface/recessed PVC conduit as required
2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring
2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring
Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/recessed complete with tinned copper bush bars ,neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4 +12 ) double door horizontal type
Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting ,testing, and commissioning etc as required
Earthing with G.I. earth pipe 4.5 M long 40mm dia including accessories and providing masonry enclosure with copper plate having locking arrangement and watering pipe etc with charcoal ,salt all complete as per electrical rule
Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required
PVC con 20 mm PVC pipe
PVC con 25 mm PVC pipe
Installation commissioning and testing Ceiling Fan
Carriage of ceiling fan and regulator
Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction
Supplying ,fitting and fixing breas batten/ angle holder including connection etc.
Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.
Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6 pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modular type switch, connection, painting etc as required.
Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required.
Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put
Supplying ,fitting and fixing modular base and cover plate on existing modular metal boxes etc as required.
Cost of Earthing with G.I. earth pipe 4.5 M long 40mm dia G.I.Pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 SWG copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal ,salt all complete as per electrical rule
PUMP HOUSE
Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I
Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift 1.5 M all complete as per building specification and direction of E/I
Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift 1.5 M all complete as per building specification and direction of E/I
Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I.
Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.
Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
Centering and shuttering including strutting, propping etc and removal of form for foundation, footings, bases of coloumns etc for mass concrete.
Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 excarrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.
Centering and shuttering including strutting, propping etc and removal of form for lintels, beams, plinth beams, girders, balconies and access platform with water proof ply 12 mm thick.
Providing RCC M-200 with nominal mix of (1:1.5:3) in Column with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 excluding curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.
Centering and shuttering including strutting, propping etc and removal of form for columns, pillars, piers, Abutments, post and struts
Providing RCC M-200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. For Door & Window
Centering and shuttering including strutting, propping etc and removal of form for lintels, beams, plinth beams, girders, balconies and access platform with water proof ply 12 mm thick.
Providing RCC M-200 with nominal mix of (1:1.5:3) in all types of beam with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.
Centering and shuttering including strutting, propping etc and removal of form for lintels, beams, plinth beams, girders, balconies and access platform with water proof ply 12 mm thick.
Providing RCC M-200 with nominal mix of (1:1.5:3) in Roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.
Centering and shuttering including strutting, propping etc and removal of form for suspended floors,roofs, landings, balconies and access platform with water proof ply 12 mm thick.
Providing designation 75 A brick work in CM (1:6) in foundation with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing 25 mm thick damp proof course with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering and mixing cement concrete in mixer with 5% cico or any other approved water proofing compound and placing in position, skirting, curing, taxes and royalty, all complete as per building specification and direction of E/I.
Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing av. 63 mm thick RCC M-200 with nominal mix of (1:1.5:3) in Chhajja with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.
Providing 25 mm thick first class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19mm thick (1:2:4) with 20mm to 6mm size graded stone chips and top layer 6mm thick (1:2) with 6mm down stone chips, in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty, all complete as per building specification and direction of E/I.
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
Ball bearing for rolling shutter
Supplying, fitting and fixing fully glazed steel door, windows or ventilations of standard rolled 'Z' and mullion steel sections and size as per IS - 1038 joints met and welded with 100x16x3 mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15x10x10 cm, size including cost of oxidized iron fittings, with hinges, handle per steps, catch springs, 3 mm thick plain glass panes with Aluminium beads and inner frame fixed with lugs with 20 mm long 6.3 mm G. I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys and taxes all complete as per building specification and direction of E/I.
Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I.
Providing 1.5mm cement punning including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I.
Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification & direction of E/I. Qnty.
Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I
Cement 10 KM lead
Steel 10 KM lead
Sand 36 KM lead
Bricks 6 KM lead
Stone/Stone Chips 11 KM lead
House Connection = 39825 Nos
Earth work in excavation(as per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/I.(For soil item B)
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours.royality and taxes all complete as per building specification and direction 0f E/I.(mde of measurement compacted volume)
Providing a PCC M-150 in nominal mix of(1:2:4)in foundation with approved quality of stone chips 20mm to including screening,shutteing,mixing cement concrete in mixer and placing a position,vibrating,striking,curing,taxes and loyality complete all as per building specification and direction of E/I
Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I
Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5with 1.5 mm thick ceme punning over it including screenig,curing,wit all leads and lifts of as per building specification and direction of E/I.
Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies lke WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. PN16(SDR-9) with ED (20mm)
providing and supplying G.I. Pipes (tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. (15mm)
Lowering laying and Jointing HDPE/MDPE pipes in proper position including all specials by compression fitting/electrofusion and but fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm)
Supplying labours and tools fro fixing G.I. Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling and floor including supplying and fittings of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/I.
Supplying and fixing of G.M. Ferrule of approved make in existing C.I/D.I. Main including drilling and taping C.I./D.I. Main all complete as per specification and direction of E/I (3mm dia)
Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)
Providing and fixing of male ended C.I. Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I (20 mm dia)
Supplying and fixing G.I. Fitting of approved make all complete as per specification and direction of E/I
20mm dia Elbow
15mm dia Elbow
20mm dia reducing socket
20 mm dia nipple
15 mm dia nipple
20mm dia union socket
15mm dia socket
20mm dia socket
Carriage of materials
Operation & Maintenance for Five years (excluding energy charge)
O/M work with Labour component & Materials for 1st Year
As per SBD Section - 5 Clouse 9.10
O/M work with Labour component & Materials for 2nd Year
As per SBD Section - 5 Clouse 9.10
O/M work with Labour component & Materials for 3rd Year
As per SBD Section - 5 Clouse 9.10
O/M work with Labour component & Materials for 4th Year
As per SBD Section - 5 Clouse 9.10
O/M work with Labour component & Materials for 5th Year
As per SBD Section - 5 Clouse 9.10
Labour Cess @ 1%
shyan Engineers Project Private Limited
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