Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC | ₹5.1 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹5.2 Cr+₹10.6 L (2.08%)Rejected-AOC 251 TATA KANDRA MAIN ROAD ADITYAPUR SERAIKELLA KHARSAWAN JHARKHAND PIN 831013 | SARAIKELA KHARSAWAN | JHARKHAND | 831013 | ₹5.2 Cr+₹10.6 L (2.08%) | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | GAYATRI ENGINEERING WORKS L2 | M.S. ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00Intake Well | |||||
| 1.00 | Providing RCC M 200 with nominal mix (:1:2:4) in roof slab with approved quality of 20 mm graded coarse aggregated of required grade as per design and aproved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or from work as well of reinforcement, its cutting bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I. | 6.73 | M3 | 5,000 ₹33,650 Lowest | 5,300 ₹35,669 |
| 1.00Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-30 only) (Exculding M.S or Tor reinforcement.) | |||||
| 1.00 | Vertical wall of Intake well | 71.61 | M3 | 4,500 ₹3,22,245 Lowest | 4,831.9 ₹3,46,012.36 |
| 1.00 | Providing RCC M 250 with nominal mix of in columns with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 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 royality all complete as per building specification and direction of E/I)
Top cross beam of Intake well | 1.5 | M3 | 5,000 ₹7,500 Lowest | 5,300 ₹7,950 |
| 1.00 | Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 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 royality all complete as per building specification and direction of E/I)
top ring beam of pump house | 3.1 | M3 | 5,000 ₹15,500 Lowest | 5,300 ₹16,430 |
| 1.01 | Beam of Operation Platform | 0.45 | M3 | 5,000 ₹2,250 Lowest | 5,300 ₹2,385 |
| 1.01 | RCC M-200 with nominal Mix of (1:1.5:3) in column | 1.88 | M3 | 5,000 ₹9,400 Lowest | 5,300 ₹9,964 |
| 1.01 | Providing RCC M 200 with nominal mix of (1:1:5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 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 royality all complete as per building specification and direction of E/I) | 2.99 | M3 | 5,000 ₹14,950 Lowest | 5,400 ₹16,146 |
| 1.01 | Providing 63 mm average thickness RCC M 200 with nominal mix of (1:1:5:3) in chhjja with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,6 mm cement plaster (1:4) in ceiling and side of chhjja with sand of FM 1.5 , curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) | 0.21 | M2 | 5,600 ₹1,164.8 | 5,400 ₹1,123.2 Lowest |
Tender Value
₹5.8 Cr
EMD Value
₹5.8 L
Closing Date
28 Mar 2025, 3:00 pmClosed
Executive Engineer DWS Division Saraikela
Office of Executive Engineer DWS Division Saraikela
Dudra - Kamalpur Rural Pipe Water Supply Scheme District- Saraikela-Kharsawan on Turnkey basis. for the year of 2024-25.
2025_DWSD_98885_1
DWSD/SKL/MVS/29/2024-25
Open Tender
Civil Works
Item Rate
540 days
Saraikela
Please refer tender documents.
3 documents required · 3 mandatory
₹10,000
₹5.8 L
Office Of Engineer in Chief DWSD, Ranchi
30 Aug 2025
26 Feb 2025
29 Mar 2025
26 Feb 2025
28 Mar 2025
26 Feb 2025
4 Mar 2025
Amount
Intake Well
Providing RCC M 200 with nominal mix (:1:2:4) in roof slab with approved quality of 20 mm graded coarse aggregated of required grade as per design and aproved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or from work as well of reinforcement, its cutting bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I.
Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-30 only) (Exculding M.S or Tor reinforcement.)
Vertical wall of Intake well
Providing RCC M 250 with nominal mix of in columns with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 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 royality all complete as per building specification and direction of E/I) Top cross beam of Intake well
Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 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 royality all complete as per building specification and direction of E/I) top ring beam of pump house
Beam of Operation Platform
RCC M-200 with nominal Mix of (1:1.5:3) in column
Providing RCC M 200 with nominal mix of (1:1:5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 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 royality all complete as per building specification and direction of E/I)
Providing 63 mm average thickness RCC M 200 with nominal mix of (1:1:5:3) in chhjja with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,6 mm cement plaster (1:4) in ceiling and side of chhjja with sand of FM 1.5 , curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I)
Brick work in designation 75A with CM 1:6 in superstructure with approved quality of coarse sand of requiite FM(2.5 to 3.0) washed and screened with raking out joints to 12 mm depth curing, scaffolding and its removal whereever required including royality and all taxes etc. complete job as per specifiction and direction of E/I
Supplying and fixing rolling shutters of approved,made of required size MS lathes interlocked together through their entire length and jointed together at ends by end locks mounted on especially designed pipe shafts with brackets,side guides and arrangement for inside and outside locking with pull and push operation complete,including the cost of providng and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wires of adequate strength confirming to IS:4454 -part 1 and MS top cover of required thickness for rolling shutters 80 x 1.25 mm MS laths with 1.25 mm thick top cover
providing and fixing ball bearing for rolling shutter
Supplying, fitting & fixing M S Grill made of 20x6 mm M S Flat
Providing two coat of dry distember
Proving primer one coat of red lead paint
Proving primer two coat painting with ready mixed paint
Providing 12 mm thick cement plaster (1:6) with approved quality of sand of requisite FM 1.5 washed and screnned including curing , scaffolding wwhereever required and its removal ,royalty and all taxes etc complete job as per specification and direction of E/I
Providing 06 mm thick cement plaster (1:4) in ceiling of P/H and intake well with clean coarse sand of requisite FM 1.5 including screnning including curing , scaffolding and all taxes etc complete job as per specification and direction of E/I
25 mm thick first class patent stone flooring
Providing and fitting & fixing of handrails MS Tubes of dia 42.2mm @ 3.39kg / mtr
Providing and fitting & fixing of glass panes with putty and glazed clips 4 mm thick glass
Providing & fixing on position of M S Ladder 75 X 10 mm MS Flats , 16 mm dia MS Bar
Providing MS reinforcemnet(tor steel) as per approved design and drawing,removal of rust, cutting, bending and binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I
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 / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.
Providing and fixing copper lighting conductor 20 mm dia
Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal… for tape of 10 m long
Providing fixing in position CI / MS rose pipe in intake well
0.75 for internal electrification in pump house
Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
Cement 25 KM lead
Steel 25 KM lead
Sand 10 KM lead
Bricks 15 KM lead
Stone/Stone Chips 10 KM lead
Gangway
Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I
Earthwork in excavation of cut off trenches as per designed section in soft rock or ordinary rock (vide classification of soil item C) with disposal of spoil (beyond 50 M away from the toe of dam within 1 km with II lifts by truck including loading, unloading, construction and maintenance of haul road etc as per specification & direction of E/I. (soft rock where blasting is required and approved by the concerned chief Engineer)( 0% of excavation)
Earthwork in Back filling (Taking as 70% of total earthwork)
Providing PCC M 100 with nominal mix (1 : 3 : 6) in various components of barrage foundation with approved quality of 20 mm graded coarse aggregated of required grade as per design and aproved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or from work as well of reinforcement, its cutting bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I.
Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25) M-300IN RAFT FOUNDATION AND FOUNDATION BEAM
Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25) IN COLUMN
Providing RCC M- 200 with nominal mix (1:1.5:3) in for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25) FLOOR BEAM
Providing RCC M- 200 with nominal mix (1:1.5:3) in roof slab nominal mix in foundation and plinth, plinth beam ,band etc. with approved quality of stone chips 20 mm to 6 0 mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening ,shuttering mixxing cement concrete , in mixter and placeing in position , vibration, strinking curing (but excluding the cost of reinforcement taxes in roylaty all complete job as per building specification and direction E/I Ramp , Deck Slab
Providing MS reinforcemnet(tor steel) as per approved design and drawing,removal of rust, cutting, bending and binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I
Providing and Fitting & fixing of Handrails, G I railing etc. complete.
Bearings for Deck Slab and Ramp
Fixing of Bearing
Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete.@10%
Cement 15 KM lead
Steel 15 KM lead
Sand 2 KM lead
Stone/Stone Chips 30 KM lead
Dewateriang the excavated trenches and pools of water in the pools 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.
Motor pump at Intake Well
Supplying installtion and commissioning of vertiucal turbine water lubricated pump water lubricated pump set of KIRLOSKAR/ JYOTI/Mathar and Platt/WPIL make having discharge against total head 50M with 80 FT column assembly, discharge head with suitable capacity vertcal hollow shaft squirrel cage induuction motor of KIRLOSKAR / JYOTI /CROMPTON GREAVES/ ABB make operated on 415 volts 10%, 3 phase 50HZ A.C. supply having speed 1450 rpm with non reversible ratchet, including cost of supplying fitting and fixing of all required accessories such asC.I. D/F Sluice valve, N.R. valve, pressure gauge, strainer, M.S. channel base plate as required, suitably automated star delta starter of L&T/MEI/CUTLER HAMMER/ JYOTI/ SIMENS make. ( Contractor will again have to check the design of motor, pump and he will get it approved by the deptt.) (pump & motor)etc all complete. Discharge :- 32.5 cum per Hr,; Head 50 m (1w+1s)
Supplying Installation and commissioning of motor control panel board (MCC ) made of 2 mm thich MS Sheet of suitable size, dust and vermin proof
Supply, installation and commisitioning of power control cum distribution cubical panel board, made of 2 mm thick MS, sheet of suitable size , dust and vermin prooof consisting of following accessories
a) incoming feeder-100TPN MCCB DM-100 thermal release with adjustable realy haring and breaking capacity of 35A with rotary operating mechanism handle (front drive) L&T SIEMENS/ ALSTOM/ HAVELE / HPL make-2 no
b) MCCB bus coupler 415 V 4 pole 100amp -1 no 63amp MCB for light and other loads of L&T/ Havells / Alstom make. Including 2 nos
c) Copper Bus bar- 4 pole 125amp. Copper stripp bus bar suitable for 2 incommer section ,enclosed in MS sheets etc all completed job-1no
f) Indicating lamp LED/L&T/SIEMENS make in red, yellow and green colour-1
g) 32 amp MCCB for light and other loads of L&T/ Havells / Alstom make. Including 3 nos. Capacitor Bank for ( Each Bus section) compensating no load loss of idle transformer of 10 KVAR rating (approx)2 sets
Panel should be duly painted with two coats super enameled paint of approved colour, one coat red oxide primer and internally wiered with suitable size of copper wire.Including all typas of relay,Safaty deniue,NFM,etc all colup lete.
Cost of Earthing of installation as per I.E. Rules including the cost of earth pit and 8 SWG copper wire in bunch of two and G.I pipe all completerd to all instrument( ForMotor control panel 1 set ) for Pump 2 set etc
cost of triple spur gear chain pulley block 3 Ton with capacity 3 m lift complete chain and handle as per IS 3832 carring ISI mark
Providing, erecting and fixing Square bar EN 8 as rail for lead crane on providing track,girder/continuous corbel beam
Cost of Providing lighting at Intake well entire PL area with all materials etc all complete
Cost of construction of 10 sq mm X 3 core copper conductor PVC insulated PVC sheeted 1.1 KV grade copper XPLE cable including laying on wall or on floor as and where required.( from panel to starter to mortor)
Supply Erection , Installation testing and commissining of Gauges viz pressure/compound gauge,Mechanical level indicator and level sensor
Motor pump at WTP
(i) Supplying ,Installation and commissioning of Horizontal End Suction suitable Centrifugal Pump set [make: Kirloskar/Jyoti/WPIL/Mather &Platt] , capable of discharge 30.8 cum/hrs against a head of 26 M against total head and mounted of common base plate coupled with SPDP/TEFC induction motor, Eff1 rating having 10% more BHP than that of pump, operating on 1480rpm, 415V, 50Hz [make: Kirloskar/ABB/Jyoti/Crompton Greaves/BHEL] pressure gauge, required size of sluice valve and non-return valve, standard fittings etc. including construction of MS delivery header, jointing it with delivery line by providing required MS/CI pipes and specials, nuts bolts, packings etc. Suitable Fully automatic star delta starter [make:- L&T/Jyoti/Siemens/Schnieder] (Contrator will again have to check the design of motor,pump & he will to get it approved by the Deptt.)Discharege 32 cum/hrs head 28 m (2 working+1 standby)
Supply, installation and commisitioning of power control cum distribution cubical panel board MCC made of 2 mm thick MS, sheet of suitable size , dust and vermin prooof consisting of following accessories
a) incoming feeder- 100 4P TPN MCCB DM-100 thermal release with adjustable realy haring and breaking capacity of 35A with rotary operating mechanism handle (front drive) L&T SIEMENS/ ALSTOM/ HAVELE / HPL make-2 no,
b) Outgoing feeder 100 A-415 V TP MCCB DL 100 having breaking capacity of 25 KA with rotary operating mechanism handle 9 front drive of L& T /HPL/SIEMEN/ ALSTOM/HAVELE make -3 no including 1 no as as spare feeder
c) Copper Bus bar- 4 pole 125 amp. Copper stripp bus enclosed in MS sheets etc all completed job-1no MCCB Bus copper 415 V 4 Pole 100 Amps -1 nos
f) Indicating lamp LED/L&T/SIEMENS make in red, yellow and green colour-1
g) 1 Nos 32 amp MCB for light and other loads of L&T/ Havells / Alstom make. Including 1 nos. 63 A M.C.C.B Outging Feeder/HPL for WTP & other loads. 1 nos Capacitor Bank for ( Each Bus section) compensating no load loss of idle transformer of 10 KVAR rating (approx)2 sets FASD stater of L&T , Seimens / Havells make 2 nos
Panel should be duly painted with two coats super enameled paint of approved colour, one coat red oxide primer and internally wiered with suitable size of copper wire.Including all typas of relay,Safaty deniue,NFM,etc all colup lete.
Cost of Earthing of installation as per I.E. Rules including the cost of earth pit and 8 SWG copper wire in bunch of two and G.I pipe all completerd to all instrument( ForMotor control panel 1 set ) for Pump set 2 set
Cost of construction of 10 sq mm X 3 core copper conductor PVC insulated PVC sheeted 1.1 KV grade copper XPLE cable including laying on wall or on floor as and where required.( from panel to starter to mortor)
Supply Erection , Installation testing and commissining of Gauges viz pressure/compound gauge,Mechanical level indicator and level sensor
cost of triple spur gear chain pulley block 3 Ton with capacity 3 m lift complete chain and handle as per IS 3832 carring ISI mark
Providing, erecting and fixing Square bar EN 8 as rail for lead crane on providing track,girder/continuous corbel beam
Raw water rising main
Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329 / 2000 in standard lengths of class K-9 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and out side 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 carriage of pipe) DI Pipe 150 mm dia Class K-9
Providing and supplying ISI 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 D.I. pipes including cost of all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc. complete as per I.S. 9523
Providing Double Flanged Sluice valve confirming for IS 2906/ 14846 including worn gear arrangements as per test pressure stainless steel spindle caps including all transportation etc. complete. 200 mm dia C.I.Sluice Valve PN 1.6
Providing and supplying air valves as per IS - 4845 and standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on molded seat ring, inlet and drilled including all taxes (central and local) insurance third party inspection charges, loading, unloading transportation up to departmental stores/ site etc complete.
Earth Work in excavation (As per I.S. 3114/1965) for laying of different types and size 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 For classification of soil item -A
Earth Work in excavation of foundation trenches as per design section in ordinary soft rock (vide classification of soil item-C) and disposal of excavated materials so obtained (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 in ordinary or soft rock (where blasting is not required)
Supplying labours, tools, tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class LA) 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. 150 MM DIA K-9
Providing laying and fixing in proper alignment in position all types of CI double acting 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 valve.
Supplying labour and tools for fixing C.I. sluice valve trenches with a pair of tail pieces including making flanged joints as per I.S. specification, including flanged joints as per IS specification confirming to I.S.S. 782-1978 confirming to I.S.S. 6557-1972 and nuts and bolts confirming to I.S.S. 1364-1983). Including drilling holes in flanged if required as per specification and direction of E/I. (Sluice valve and tail pieces to be paid seperately). 150 mm dia Sluice Valve
Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift asper specification and direction of Engineer-in-Charge ( for classification of Soil item A & B )
Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.2M.x 0.90M. x 1.50M. inner size having 25cm. thick 75A brick masonry wall in C.M. (1:6), over 150mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150mm. thick with 20mm. to 6mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.
Supply all materials , labours & construction of Thrust Block where required with RCC M-200 in nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm -6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ,including the cost of reinforcement ,carriage of materials taxes and royalty all complete as per building specification and direction of E/I
Water Treatment Plant
Designing (aesthetically), providing and commissioning un Conventional Water Treatment Plant consisting of 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 electricals components of various sub-works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by Engineer-in-charge.(turn -key job).
Aeration fountain-
in let arrengement
mixing channel with ventury flume and flow measuring arrengement
INLET CHANNEL
Flocculator- Confirming to I.S.7208-1974 (Type-C) with detention period of 30 minutes
TUBE SETTELER-disibing, fabricating and installation tube setteler
Rapid sand gravity filters
filter house
Chemical House
Alum tank 2 nos with mixing,carring, and dosing arrengement with piping
gravity feed type Chlorinators - 100% stand by
TCL solution tank--with mixing,carring, and dosing arrengement with piping
Bye-pass arrangement -
Electrical installation - Both internal and external including entire plant area.
Laboratory equipments - As per requirement (to be specified during tendering).
Wash water tank of capaciyt eaqual to 12 min wash
wash water pump with 100% stand by
Air Blower capable to delever 600 LMP per sq m
Pure water sump capacity equal to 1 hour pumping
Pure water pump house over the sump/by the side of sump
Drainage arrangements -
Alum store
Sanitary block - Carpet area 15 square metre minimum upto 20 MLD and 25 square metre above 25 MLD.
Rates given below are inclusive of up fit pressure if any and dewatering during the entire work
These rates are applicable for seismic zones 2, 3, and 4
All the RCC structure shall be construction in M-250 structure shall in contact of water be construction in M-300
Conventional Water Treatment Plant having capacity 0.8 MLD with additional one hour capacity extra C W R of capacity 120000 lit.
Boundry wall
Providing R.C.C. M-150 in nominal mix of (1:3:6) in foundation with approved quality of stone chips 20mm to 6 mm size graded & clean coarse sand of FM 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating , striking, curing, taxes & royalty all complete as per building specification & direction of E/I.
Centering and shuttering
Providing for reinforcement
Providing designation 75 A brick work in CM (1:6) in foundation and plinth 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.
Supplying all materials ,labours and doing two coats of colour wash over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke & mosh marks with jhama ,rubbing ,scaffolding ,washing of floors and taxes all complete as per building specification and direction of E/I .
Supplying MS Angle 50x 50x6 mm @4.5 kg/m
Add for Labour charge for fitting,fixing , positioning of MS angle
Supply of Barbed wire 12 gauge hot dip galvanized @ .22 kg/m
Add for Labour charge for fitting,fixing , positioning of MS angle
Supplying fitting & fixing MS / Grill gatemade of 20*6 mmMS flat etc. all complete as per direction of E/I.
Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete @ 5 %
Cement 15 KM lead
Steel 15 KM Lead
Sand 10 KM lead
Brick 8 KM lead
Stone Chips 30 KM lead
Clear water rising main
Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-9 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and out side 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 carriage of 150 mm dia DI Class K-9 Pipe
Providing and supplying ISI 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 D.I. pipes including cost of all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc. complete as per I.S. 9523
Providing Double Flanged Sluice valve confirming for IS 2906 /14846 including worn gear arrangements as per test pressure stainless steel spindle caps including all transportation etc. complete. Sluice valve PN 1.6 - 150 mm dia
Providing and supplying air valves as per IS -14845-2000 and standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on molded seat ring, inlet and drilled including all taxes (central and local) insurance third party inspection charges, loading, unloading transportation up to departmental stores / site etc . complete. 50 mm dia
Earth Work in excavation (As per I.S. 3114/1965) for laying of different types and size 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 For classification of soil item -B
Earth Work in excavation of foundation trenches as per design section in ordinary soft rock (vide classification of soil item-C) and disposal of excavated materials so obtained (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 in ordinary or soft rock (where blasting is not required)
Supplying labours, tools, tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class LA)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. 150 mm dia DI K-9
Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge (for classification of Soil item A & B )
Providing laying and fixing in proper alignment in position all types of 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 valve.150 mm dia air valve
Supplying Labour and tools for fixing CI sluice valve trenches with a pair of C.I.Tail pieces including making) flanged joints as per I.S. specification, including flanged joints as per IS specification confirming to I.S.S.782-1978 confirming to I.S.S. 6557-1972 and nuts and bolts confirming to I.S.S. 1364 – 1983). including drilling holes in flanged if required as per specification and direction of E/I. (Sluice valve and tail pieces to be paid seperately). 150 mm dia Sluice Valve
Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.2M.x 0.90M. x 1.50M. inner size having 25cm. thick 75A brick masonry wall in C.M. (1:6), over 150mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150mm. thick with 20mm. to 6mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.
Supply all materials , labours & construction of Thrust Block where required with RCC M-200 in nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm -6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ,including the cost of reinforcement ,carriage of materials, taxes and royalty all complete as per building specification and direction of E/I
Designing (aestheticaly), and Constructing R.C.C Elevated Service Reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R having capacity upto 500 m3 & not more than 6 m c/c of E.S.R having capacity above 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 meters, 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, lightening conductor, G.I pipe railing around walk way and top slab, providing spiral stairs case from ground level to roof level, M.S Gril Gate of 2mtrs height with locking arrangement of approved design, B.B. masonary chambers for all valves, ventilating shaft providing and applying there coats of cement paint to the structure including roof slab and epoxy paint to internal surface & anti-terminate treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. Code. The Job to including painting the name of the Scheme and other details on the reservoir as per the directions of Engineer -in- 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 I.S. 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 bracings 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 in M-300
Plain round mild steel bars grade- I conforming to I.S:432 part-I or high yield strength deformed bars confirming to I.S. 1786 or I.S. 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 include providing M.S. ladder for E.S.R's upto 2 lakhs litres capacity and providing spiral staircase for E.S.R. above 2 lakhs litres capacity.
Staging shall have to be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250. except concrete in contact with water shall be designed & constructed in M-300
These rates are including the cost of up lift pressure if any and entire dewatering during execution. Incase of water logging area where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition.
All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / 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.
75 % part rate shall be payable for reinforced concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as in complete.
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipe sand valves including cost of jointing materials upto 5 M beyond outer face of outer most column.
For ESR upto 500 cum capacity C.I.D. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I. / M.S. pipes assembly with minimum 8 mm thickness upto 500 mm dia. And minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from in side and out side.
Below mentioned rates are for foundation with individual footing with bearing capacity of 30 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sq.m and by 5 % where SBC is more than 5MT / sqm and upto 10 MT / sqm. This % of 5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual footing foundation to raft, actual increase in concrete and steel quantities be paid as per relevant DSR item.
The rate shall be increased by 30 % for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not reasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted group of piles shall be designed with pile cap for each column of ESR.
365000 lit capacity on 20 m staging
STAFF QUARTER
E/W in excavation in foundation trenches in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth obtained to a distance up to 50M including all lift leveling, ramming the foundation trenches removing root of trees, shrubs all complete as per approved design.
Providing, coarse clean sand in filling in foundation trenches/ 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.
Supplying all materials, labours, tools ad doing 75 A, one brick flat soiling in foundation trenches joints filled with local sand as per specification and direction of E/I.
Providing P.C.C. M-100 in 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, 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 designation 75A brick work in C.M. (1:6) in foundation and 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 and royalty all complete as per building specification and 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, vibrating, striking, curing , taxes and royalty all complete as per building 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 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 lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, and 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 of E/I.
Providing average 63mm thick R.C.C M-150 with nominal mix of (1:2:4 ) chajja and in shelves with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including making drip course in concrete, screening, centering, shuttering, and mixing cement concrete in mixer and placing in position vibrating, striking, 6mm cement plaster (1 :4) in ceiling and 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-150 with nominal mix of (1:2:4) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse send of FM 2.5 to 3 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 E/I.
Providing centring and shuttering including …. Etc for lintel and lintel beams
For roof chajja etc..
Shelves
roof room
Supplying, fitting and fixing good quality, well dressed and well seasoned sal wood work in choukhat in doors, windows, skylights, fan lights and celestial windows openings, including wedge over clamps all complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all complete as per building specification and direction of the E/I.
Supplying fitting and fixing 250x20x6mm. L- type M.S. Clamp properly fish tailed, including making holes and setting the same in 375x125x75mm 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 all materials, labours and fitting and fixing 38mm thick well seasoned Sal wood battened shutter ledged and braced in door and windows with oxidized iron fittings such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes and royalty all complete as per building specification and direction of E/I.
Supplying, fitting and fixing M. S. Grill made of 20 x 6 mm M.S. flat fitted as per the building specification and direction of E/I. (where materials is not supplied by the Dept.)
Providing 40mm thick pre cast R.C.C M-150 with nominal mix of (1:2:4 ) in jali with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, and 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 of E/I.
Providing and fixing fan hook of 16 mm dia M.S. bar 1meter 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.
Supplying, fitting and fixing M. S. Grill gate made of 20 x 6 mm M.S. flat fitted on 25mmx25mmx 6mm M.S. angle frame as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, providing necessary locking arrangements with haskal and domny duly fixed in C.C. 1:2:4) blocks of required size applying a red lead paints over steel works, taxes, carriage of grill to work site, as per the building specification and direction of E/I. (where materials is not supplied by the Dept.)
Providing 6 mm thick cement plaster (1:4) in ceiling with approved quality of 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 cement plaster (1:6) with approved quality of 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 12mm cement plaster (1:3) with clean coarse sand of FM 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor ,curing , taxes and royalty all complete as per building specification and direction of E/I.
Earth work in 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 50m and lift of 1.5 m all complete as per building specification and direction of E/I.
Providing average 150 mm thick dry rammed khoa beaten to 112 mm ( compacted with water ) made of well burn or jhama bricks including ramming properly till compacted thickness is achieved,curring and carriage of water with all leads, making proper slope and blending the top with cement mortar (1:10) 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 19 mm thick (1:2:4) with 12 mm to 6mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips, in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty with all complete as per building specification and direction of E/I.
Providing designation 75 A one brick on edge flooring in C.M. (14) in with approved quality of clean coarse sand of F. M. 2 to 2.5 including the cost of screening, racking out joints to 15mm depth, curing, taxes, royalty all complete as per building specification and direction of E/I.
White washing three coat over new surface with approved quality of lime including the cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.
Colour washing two coat over a coat of white wash over new surface with approved quality of lime and colour in approved shade including the cost of cleaning surface thoroughly and removing the scales of smoke and 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 over a coat of primer of approved shade and make over new wooden surface after cleaning, removing dirt scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and 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 dirt scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I
Providing two coats of painting with ready mixed paints 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 Tor steel 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 building Specification and direction of E/I.
Carriage of materials from kiln site or quarry site to work site including loading, unloading, transportation, etc. all complete@ 10 % .
Cement lead 15 Km
steel 15km lead
sand 2km lead
brick lead 8Km
stone chips 30km lead
(B) Water Supply and 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 PVC System).
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
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 for 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. Band
Supplying materials and labours and fixing 8mm 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 –15 KM lead
(b) Sand -10 KM lead
(c) Stone chips -10 KM lead
(d) Steel 25 KM
(d) Cement- 25 KM lead
Electrical works
Distribution
Earthwork in excavation (As per I.S. 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 of soil item –A
Puuca Road (Except Black top only taken out material to be used) for cutting road as per requirement. Assuming 40 of total road cutting.
Water Bound Macadam road (taken out material will be used) for cutting road as per requirement
Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of un-serviceable 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 stone chips 20 mm -6 mm size graded and clean coarse sand of FM 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 E/I.
Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and design of Engineer-in-Charge (for classification of Soil item B & C)
Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and out side 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
100 mm Dia DI K-7
150 mm Dia DI K-7
200 mm Dia DI K-7
Providing and supplying in standard lengths polythethylene pipe confirming to IS 4984-1995 material grade PE 100
63 mm Dia HDPE
75 mm Dia HDPE
90 mm Dia HDPE
Providing and supplying ISI 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 D.I. pipes including cost of all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc. complete as per I.S. 9523
Supplying labours, tools , tackles, lubricant etc for laying and jointing DI / C.I.S/S Tyton p i p e s (class LA) trenches supplying r u b b e r gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making g a s k e t j o i n t s i n c l u d i n g providing night guard ,barrier and red light to safe guard against accident ,all complete. laying of pipes is to be done as per (I.S.S. 3114-1985)as per d e s i g n , specifcation a n d direction of E./I.
100 mm Dia DI K-7
150 mm Dia DI K-7
150 mm Dia DI K-7
Lowering Laying and jointing of HDPE pipes by heating to the ends of pipe
63 mm Dia HDPE
75 mm Dia HDPE
90 mm Dia HDPE
Providing Double Flanged Sluice valve confirming for IS 2906/ 14846 including worn gear arrangements as per test pressure stainless steel ,spindle ,caps including all transportation etc. complete. PN-1.
100 mm dia
150 mm dia
65 mm dia
80 mm dia
Providing Double Flanged Sluice valve confirming for IS 2906/ 14846 including worn gear arrangements as per test pressure stainless steel ,spindle ,caps including all transportation etc. complete. 80 mm scour valve
Providing, installing and giving satisfaction field testing of flanged ends Bulk water meter of following type and as mentioned below in (a) and (b) with FGI - 250 cast iron body, class "B" confirming to I.S. 2373 or as per ISO 4064, marked to read in metric system, along with manufacturer's test a n d guarantee certificate including cost of all material with ISI mark or EEC mark Enclosed type as per IS2373
150 mm dia
Supplying Labour and tools for fixing CI sluice valve trenches with a pair of C.I.Tail pieces including making flanged joints as per I.S. specification, including flanged joints as per IS specification confirming to I.S.S.782-1978 confirming to I.S.S. 6557-1972 and nuts and bolts confirming to I.S.S. 1364-1983). Including drilling holes in flanged if required as per specification and direction of E/I.
100 mm dia
150 mm dia
200 mm dia
80 mm dia
Providing double flanged short body pattern type manually operated IS 13095-1991 80 MM dia
Providing double flanged short body pattern type manually operated IS 13095-1991 100 MM dia
Lowering Laying and jointing in position following CI D/F reflux valves 100 mm dia
Lowering Laying and jointing in position following CI D/F reflux valves 80 mm dia
Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.2M.x 0.90M. x 1.50M. inner size having 25cm. thick 75A brick masonry wall in C.M. (1:6), over 150mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150mm. thick with 20mm. to 6mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.
construction of Thrust blocks
Approach Road
Earth work in road embankment and shoulders
Providing and laying P.C.C .M. -100 with nominal mix of(1:2:4) in do 20mm graded coarse aggregate of required grade as per designe and approved quality of sand of requisite F.M (2.5 to 3.0) washed screened
Providing stone metal grade - I (90 mm to 45 mm size)with crushable type screening material such as moorum or gravel in road embankments, joints filled with local sand in proper grade chamber or super elevation including cost of providing light , barrier ,danger signal, chowkidar taxes and royalty all complete as per direction and specifiction of E/I
Providing and laying P.C.C .M. -100 with nominal mix of(1:3:6) in do 20mm graded coarse aggregate of required grade as per designe and approved quality of sand of requisite F.M (2.5 to 3.0) washed screened
Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete . @ 10 %
Cement 25 KM lead
Sand 10 KM lead
Stone Chips 30 KM lead
House connection 1137 nos
Earth work in excavation in foundation trenches in hard soil vide classification item-B and disposal of excavated earth as 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 specifications and direction of E/I.
Providing coarse clean sand in filling in foundation trenchs or in plinth including ramming and watering… etc
Providing PCC M150 in nominal mix (1:2:4) in foundation … etc for shuttering and concreting of post
Providing PCC M150 in nominal mix (1:2:4) in foundation … etc for post and plateform
Providing 12 mm thick cement plaster (1:3) with clean coarse sand of FM 1.5 with 1.5 mm thick cement punning over it …
Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET (India) / DVGM / KIWA/SPGN etc for usage in drinking water with quality system. The 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
Providing and supplying GI pipes (Tataand equivalent make ) for usage … etc
lowring laying and jointing HDPE/MDPE pipes in proper position including all … etc
Providing and fixing brass /CI stop cock .. All complete
Providing and fixing of GM ferrule of approved make in existing distribution line including drilling and taping distribution pipeline all complete as per specification and direction of E/I 15 mm dia and weight not less than 400 gram
water meter
Laying of GI pipes(on wall ) of approved make in trenches with red lead and yarn with socket and screw joints and necessary etc all complete as per specification and direction of Engineer-in -Charge
Providing and supplying of compression fittings,PN16 reted Reducing Socket 20x15 mm Dia
Elbow 20x15 mm dia
union socket 20x20 mm dia
15 mm dia elbow
20 mm dia Nipple
15 mm dia Nipple
15 mm dia socket
20 mm dia socket
Earth work in back filling the trenches after laying of different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I.(For soil item A & B)
Carriage of Materials
Duty Room
E/W in excavation in foundation trenches in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth obtained to a distance up to 50M including all lift leveling, ramming the foundation trenches removing root of trees, shrubs all complete as per approved design.
Providing, coarse clean sand in filling in foundation trenches/ 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.
Supplying all materials, labours, tools ad doing 75 A, one brick flat soiling in foundation trenches joints filled with local sand as per specification and direction of E/I.
Providing P.C.C. M-100 in 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, 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 designation 75A brick work in C.M. (1:6) in foundation and 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 and royalty all complete as per building specification and 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, vibrating, striking, curing , taxes and royalty all complete as per building 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 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 lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, and 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 of E/I.
Providing average 63mm thick R.C.C M-150 with nominal mix of (1:2:4 ) chajja and in shelves with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including making drip course in concrete, screening, centering, shuttering, and mixing cement concrete in mixer and placing in position vibrating, striking, 6mm cement plaster (1 :4) in ceiling and 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 (1:1.5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse send of FM 2.5 to 3 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 E/I.
Supplying, fitting and fixing good quality, well dressed and well seasoned sal wood work in choukhat in doors, windows, skylights, fan lights and celestial windows openings, including wedge over clamps all complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all complete as per building specification and direction of the E/I.
Supplying fitting and fixing 250x20x6mm. L- type M.S. Clamp properly fish tailed, including making holes and setting the same in 375x125x75mm 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 all materials, labours and fitting and fixing 38mm thick well seasoned Sal wood battened shutter ledged and braced in door and windows with oxidized iron fittings such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes and royalty all complete as per building specification and direction of E/I.
Supplying, fitting and fixing M. S. Grill made of 20 x 6 mm M.S. flat fitted as per the building specification and direction of E/I. (where materials is not supplied by the Dept.)
Providing and fixing fan hook of 16 mm dia M.S. bar 1meter 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.
Providing 6 mm thick cement plaster (1:4) in ceiling with approved quality of 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 cement plaster (1:6) with approved quality of 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 12mm cement plaster (1:3) with clean coarse sand of FM 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor ,curing , taxes and royalty all complete as per building specification and direction of E/I.
Earth work in 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 50m and lift of 1.5 m all complete as per building specification and direction of E/I.
Providing average 150 mm thick dry rammed khoa beaten to 112 mm ( compacted with water ) made of well burn or jhama bricks including ramming properly till compacted thickness is achieved,curring and carriage of water with all leads, making proper slope and blending the top with cement mortar (1:10) 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 19 mm thick (1:2:4) with 12 mm to 6mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips, in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty with all complete as per building specification and direction of E/I.
White washing three coat over new surface with approved quality of lime including the cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.
Colour washing two coat over a coat of white wash over new surface with approved quality of lime and colour in approved shade including the cost of cleaning surface thoroughly and removing the scales of smoke and 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 over a coat of primer of approved shade and make over new wooden surface after cleaning, removing dirt scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and 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 dirt scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I
Providing two coats of painting with ready mixed paints 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 Tor steel 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 building Specification and direction of E/I.
Carriage of materials from kiln site or quarry site to work site including loading, unloading, transportation, etc. all complete@ 10 % .
Cement lead 15 Km
steel 15km lead
sand 2km lead
brick lead 8Km
stone chips 30km lead
(B) Water Supply and 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 PVC System).
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
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 for 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. Band
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 –15 KM lead
(b) Sand -10 KM lead
(c) Stone chips -10 KM lead
(d) Steel 25 KM
(d) Cement- 25 KM lead
Electrical works
Operation and Maintenance
Operation and Maintenance work with labour component & chemical cost for 1st Year Exluding annual repair charge
Operation and Maintenance work with labour component , materials for 2nd Year ( as per item no. 1 + 6% on item no.1 Including annual repair charge) + Electricity Charge
Operation and Maintenance work with labour component , materials for 3rd Year ( as per item no. 1 + 6% on item no.1 Including annual repair charge) + Electricity Charge
Operation and Maintenance work with labour component , materials for 4th Year ( as per item no. 1 + 6% on item no.1 Including annual repair charge) + Electricity Charge
Operation and Maintenance work with labour component , materials for 5th Year ( as per item no. 1 + 6% on item no.1 Including annual repair charge) + Electricity Charge
Labour Cess @1%
GAYATRI ENGINEERING WORKS (BID ID -652409)
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
BOQ_132899.xls
BOQ • 0.49 MB
164423039.pdf
Tender Documents • 1.47 MB
164423041.html
Tender Documents • 0.05 MB
166494021.pdf
Tender Documents • 0.84 MB
SBD_DUDRA_KAMLAPUR_OK.pdf
Tender Documents • 6.37 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .