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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 CrAdmitted-Finance | ₹15.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹20.0 CrAdmitted-Finance 6 OM COMPLEX BHUJ BHACHAU BYPASS DABDA ROAD ANJAR KUTCH 370110 | ANJAR | KUTCH | GUJARAT | 370110 | ₹20.0 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualified |
| Sl No | Description | Qty | Unit | RAJGRIHI SINGH L1 | SORATHIA VELJI RATNA AND CO L2 |
|---|---|---|---|---|---|
| 1.00Elevated Service Reservoir | |||||
| 2.00Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and equipment for designing & construction of ESR all complete job. (Please refer to Section 5,Sl. 2.3 of SBD) | |||||
| 3.00 | Part 1 ESR at Kekargarh village 2.60 Lakh Litre capacity with 12 Meter staging | 1 | Comp Job | - | - |
| 4.00 | Part 2 ESR at Janjo village 1.10 Lakh Litre capacity with 14.00 Meter staging | 1 | Comp Job | - | - |
| 5.00Water Treatment Plant | |||||
| 6.00Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Unconventional WTP With all complete job. (Please refer to Section 5,Sl. 2.4 of SBD) | |||||
| 7.00Designing (aesthetically), providing and Constructing and Commissioning Un Conventional Water Treatement 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 treatement to entire structure below ground level, Mechenical and Electricals components of various sub-works as given below including necessary hydraulic testing, structral testing, equipment testing and trail run for a period of 3 month etc. complete as directed by Engineer-in-charge.(turn-key job) | |||||
| 8.00 | Unconventional WTP of 1.50 MLD capacity. | 1 | Comp Job | - | - |
| 9.00Intake Well With Pump House | |||||
| 10.00Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 ,2.1.1 of SBD) | |||||
Tender Value
₹15.0 Cr
EMD Value
₹15.0 L
Closing Date
7 Nov 2019, 5:00 pmClosed
Executive Engineer, D W and S Div. Medininagar
Executive Engineer, D W and S Div. Medininagar
Kekargarh and Adjoining Village Rural Water Supply Scheme under Drinking Water and Sanitation Division, Medininagar on turnkey basis for the Year 2019-20.
2019_DWSD_43374_1
DWSD/RPWS/Med-25 / 2019-20 (5th Call)
Open Tender
Civil Works
820 days
Palamu
As mentioned in SBD
3 documents required · 3 mandatory
₹10,000
Executive Engineer, D W and S Div. Medininagar
₹15.0 L
Office of the Engineer In Chief
9 Jan 2020
26 Oct 2019
9 Nov 2019
26 Oct 2019
7 Nov 2019
31 Oct 2019
31 Oct 2019
Amount
Elevated Service Reservoir
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and equipment for designing & construction of ESR all complete job. (Please refer to Section 5,Sl. 2.3 of SBD)
Part 1 ESR at Kekargarh village 2.60 Lakh Litre capacity with 12 Meter staging
Part 2 ESR at Janjo village 1.10 Lakh Litre capacity with 14.00 Meter staging
Water Treatment Plant
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Unconventional WTP With all complete job. (Please refer to Section 5,Sl. 2.4 of SBD)
Designing (aesthetically), providing and Constructing and Commissioning Un Conventional Water Treatement 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 treatement to entire structure below ground level, Mechenical and Electricals components of various sub-works as given below including necessary hydraulic testing, structral testing, equipment testing and trail run for a period of 3 month etc. complete as directed by Engineer-in-charge.(turn-key job)
Unconventional WTP of 1.50 MLD capacity.
Intake Well With Pump House
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 ,2.1.1 of SBD)
Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soils mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50 m away from the toe of dam in the country side) within initial lead of 150 M and initial lift of 1.5 M. All lifts as per specification and direction of E/I.
Initial lift
1st Lift
2nd lift
Earthwork 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 50M. from the edge of the trenches) with initial lead of 150M. and lift of 1.5 M. as per specification and direction of E/I.( Soft rock where blasting is required and approved by the concerned Chief Engineer)
3rd lift
Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator intake well, outlet etc. as per designed section in hard rock where lasting is needed and stacking properly in approved stack size in approved stack yard (beyond 50m from the edge of the trenches in the country side) with initial lead of 150m. and initial lift of 1.5M as per specification and direction of E/I. (Excavated hard rock size should not be more than 150 lb).
3rd lift
4th lift
5th lift
6th lift
Providing P.C.C. M-150 with 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 mm including screening, shuttering, mixing, cement concrete in mixture and placing in position vibrating striking curing taxes and royality all complete as per building 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 work bully / steel propups compaction, finishing and curring etc complete (By weigh batching and mix design for M-25 and M-30 only. Use of L&T, ACC, Ambuja, Birla Gold, Manikgad Rajsree etc cement is permitted) (Excluding M.S. or Tor for RCC M-300 Foundation
Providing and laying in situ cement concrete of trap/granite/quartzite / gneiss metal for RCC work as per detailed drawing and designs or as directed by E/I in vertical wall of Intake well including normal dewatering, plywood from work bully / steel propups compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curring etc complete (By weigh batching and mix design for M-25 and M-30 only. Use of L&T, ACC, Ambuja, Birla Gold, Manikgad Rajsree etc cement is permitted) (Excluding M.S. or Tor for RCC M-300
Providing and laying in situ cement concrete of .........do.............. directed by E/I in floor slab beam including normal dewatering, .................. do............... etc cement is permitted) (Excluding M.S. or Tor for RCC M-250 grade beam.
Providing and laying in situ cement concrete of .........do.............. directed by E/I in floor slab including normal dewatering, .................. do............... etc cement is permitted) (Excluding M.S. or Tor for RCC M-250 Roof slab.
Providing and laying in situ cement concrete of .........do.............. directed by E/I in columns up to roof including normal dewatering, .................. do............... etc cement is permitted) (Excluding M.S. or Tor for RCC M-250 Columns up to Roof.
Providing and laying in situ cement concrete of .........do.............. directed by E/I in corbel Beam at lintel level including normal dewatering, .................. do............... etc cement is permitted) (Excluding M.S. or Tor for RCC M-250.
Providing and laying in situ cement concrete of .........do.............. directed by E/I in Pump house roof including normal dewatering, .................. do............... etc cement is permitted) (Excluding M.S. or Tor for RCC M-250.
Providing 63 mm average thickness 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 including making drip course in concrete, screening, centering, shuttering, mixing cement concrete in mixer and placing in position , vibrating, striking, 6 mm 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 Tor steel reinforcement of 10 mm, 12 mm and 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.
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, scaffolding, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and 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 step, catch springs 3mm thick plain glass panes with Aluminium beads and inner frame fixed with lugs of 20 mm long G.I. counter sunk machine screw and nuts and applying a coat of red lead paint, carriage to work site hoistingand placing in position in all storey and taxes all complete as per building specification and direction of E/I.
Supplying and Fixing rolling shutter of approved size and 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 arrangement 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 I.S. 4454 Part 1 and M.S. top cover of required thickness for rolling shutters.
Providing 12 mm thick cement plaster (1:6) for inside & cut safe surface of P/H 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 building specification and direction of E/I.
Providing 6 mm thick cement plaster (1:4) in ceiling of P/H & jack well 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 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 compond including screening, curing, carriage with all leads and lifts 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 primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.
Providing two coats of painting with ready mixed 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 R.S. Joist ISMB 300 x 140 mm size fitting and fixing in possion 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.
Supplying laying fitting and fixing 25 mm dia G.I. pipes of medium class railing well lengths of approved make is three rows each passing through 50x50x6 mm thick M.S. angle at 1.5m C/C and additional post of every snowcem add painting 3 coats full paint over. One coat of aaticornssive paint of approved colours add shade including cost of all labour, transporting, beats to curve shape etc. all complete job.
Providing and fixing M.S sluice gates in position as per details drawing and specification including cost of all materials , labour oprating pedestal connecting rod painting with three coats of anti - corrosive paint etc. complete as per directed by engineer in charge.
Providing and Fixiing in position C.I. Type dapuri steps of 22 mm dia M.S. bar Step with proper anchorage etc. and providing and applying 3 coats of ant- corrosive paint etc. complete as directed by Engineer in charge.
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/semi pervious 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 work and disposing off the material as directed by the Engineer- in-charge. The Quantity of coffar dam Should be verify by the Concern Engineer when execution of Work.
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. complete. The Quantity of Dewatering Should be verify by the Concern Engineer when execution of Work.
Earthwork in back filling foundation trenches or back filling of masonary structure with suitable earth in layers not exceding 150 mm thick well waterd rammed and fully compacted and finaly dressed with earth obtained from excavation of foundation and kept at a lead of 30 m and initial lead of 1.5 m complete as per specification and direction of E/I
Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading, unloading transportation are complete. Payment for carraige of materials will be made on actual basis of distance and quantity.
Steel 25 KM lead
Cement 25 KM lead
Sand 10 KM lead
Stone/Stone Chips 10 KM lead
Bricks 15 KM lead
Construction of Gang Way 50 M long and 3.0 M wide
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of RCC Gangway. etc. all complete job.(Please refer to Section 5,Sl. 2.2 , 2.2.1 of SBD)
Earthwork 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, 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 150 m and initial lift of 1.5 M as per specification and direction of E/I.
Initial lift
1st Lift
2nd Lift
Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator intake well, outlet etc. as per designed section in hard rock where lasting is needed and stacking properly in approved stack size in approved stack yard (beyond 50m from the edge of the trenches in the country side) with initial lead of 150m. and initial lift of 1.5M as per specification and direction of E/I. (Excavated hard rock size should not be more than 150 lb).
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 graded) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cemen concrete in mixur and placing in position vibrating, striking curing taxes and royality all complete job as per building 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 work bully / steel propups compaction, finishing the formed surfaces and curring etc complete (By weigh batching and mix design for M-25 and M-30 only. Use of L&T, ACC, Ambuja, Birla Gold, Manikgad Rajsree etc cement is permitted) (Excluding M.S. or Tor for RCC M-300
Providing and laying in situ cement concrete of .........do.............as per detailed drawing and designs or as directed by E/I in columns including normal dewatering, .................. do...............finishing the formed surface with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing etc complete .... do.... cement is permitted) (Excluding M.S. or Tor for RCC M-300 grade.
Providing and laying in situ cement concrete of .........do.............as per detailed drawing and designs or as directed by E/I in Bracing including normal dewatering, .................. do...............finishing the formed surface with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing etc complete .... do.... cement is permitted) (Excluding M.S. or Tor for RCC M-250 grade.
Providing and laying in situ cement concrete of .........do.............as per detailed drawing and designs or as directed by E/I in Gangway floor beam including normal dewatering, .................. do...............finishing the formed surface with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing etc complete .... do.... cement is permitted) (Excluding M.S. or Tor for RCC M-250 grade.
Providing and laying in situ cement concrete of .........do.............as per detailed drawing and designs or as directed by E/I in roof slab including normal dewatering, .................. do...............finishing the formed surface with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing etc complete .... do.... cement is permitted) (Excluding M.S. or Tor for RCC M-250 grade.
Providing Tor steel reinforcement of 10 mm, 12 mm and 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.
Providing 12 mm thick cement plaster (1:4) 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 & direction of E/I.
Providing 6 mm thick cement plaster (1:4) in ceiling of P/H & jack well 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.
Providing & Fixing G.I. Pipe Railing having 1.0 m height consisting 50 x 50 x 6 mm thick M.S. Angles as verticals at 1.5 m c/c, and additional poles at every corner with three rows of 25 mm dia G.I. pipes of medium class variety as horizontal & painting three coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to curved shape, etc. complete.
Providing two coat 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 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/semi pervious 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 work and disposing off the material as directed by the Engineer- in-charge.
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. complete
Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading, unloading transportation are complete .Payment for carraige of materials will be made on actual basis of distance and quantity.
Steel 25 KM lead
Cement 25 KM lead
Sand 10 KM lead
Stone/Stone Chips 10 KM lead
Mechanical & Electrical Work at Intake well to Proposed WTP
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Raw water pumping Machinery with all complete job (Please refer to Section 5,Sl. 2.5 of SBD for detailed specification )
Raw water Pumpsets:-Vertical Turbine Pump [make : Kirlosker/Worthington /Mather & Platt/ Jyoti ] as per IS: 1710/1972 SIC of VT pump set water lubricated single /multi stage Radial /mixed flow , capable of discharge againest a head coupled with vertcal hallow shaft squirrel cage inducation motor , Eff1 rating having 20 % more BHP than that of pump , oprating on 3 phase , 415 V 50 Hz & A.C. supply with 1500 rpm (Make Kirloskar /ABB / Jyoti / Crompton greeves /BHEL / Marathon ] all Complete alog with suitable discharge head base plate & accessories such as suitable MS column pipe flanged type 60 ft , spited bearing , line shaft sub cut less - bush foot valve with strainer , sluice valve ratio P.N. 1.6 NR valve , pressure gauge including cost of construction PCC foundation with cement sand stone chips bolt nut , spring washer ,etc. and making delivery pipe with piping works required for the job , etc. all complete job testing of pump set on full as per standard specification and direction of E/I.with complete all valves & accessaries.
Discharge - 15.53 LPS and Head-65 M (1W+1S) Around 25 HP
Supplying and errecting, fully automatic star delta starter to operate squirrel cage induction motor working on 380 to 440 volts, 3 phase, 50 Hz with no volt coil, over load element , and ON OFF push buttons with necessary materials and connected to supply etc. all complete. Starter with original sheet steel encloser (make :-L&T/ Siemens/ABB/HPL )
Supplying and erecting 50 sq mm XLPE /PVC insulated, armoured cable 1100 V grade with ISI mark three and half core , stranded aluminium conductor with 6mm thick 25mm width M.S spacer with G.I earth wire 6sq mm, complete erected on wall / on pole with 25x3 mm M.S clamps or in provided trench in an approved manner from Transformer to LT Pannel.
Supplying and erecting 16 sq mm XLPE /PVC insulated, armoured cable 1100 V grade with ISI mark three core , stranded copper conductor erected on wall / on pole in provided trench in an approved manner from LT Pannel to Motor.
Cost of cable jointing kit making in door termination and outdoor termination with suitable joints etc. all complete job.
Cost of earthing as per IE Rule for each motors & Stablizer .
Providing, erecting Servo Controlled Automatic Voltage stabiliser suitable for output voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer( oil cooled) for Input 220 to 460 Volt . The stabilizer shall be incorporated with protections and indications like over Voltage / under voltage , single phasing , cut off contactor with electronic output sensing unit , etc. all complete.
Providing erecting change over switch of 100 A TPN with SS enclouser etc. all complete. (Make :- L&T)
Cost of construction of DP structure PCC pole with diffrent type of M.S channels , M.S angles , brackets , insulators , AB Switch , three set of horn gap fuse DO fuse and lightening arrester , nut bolts , fabrication work required for the job cost of earthing of transformer (Two nos, one no for neutral and one for body) with all required material labours, cost of providing disc & pin insulator for HV and LV side of the transformer, testing of dielectric strength of transformer oil etc. for transmission of power all complete job as per I.E. rules.
Providing erecting triple spur gear type 3 Tone Chain Pulley Block with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS: 3832 carrying ISI mark.
Providing internal and external lighting by wiring and installing lumenaries with suitable wattage of HPMV / LED light fittings in pump house , gangway etc. all complete for Raw Water Plant.
Supplying , installation and erecting of Lightening Arrester at pump house of approved make and fire extinguisher & frist aid box , etc. as per the direction of E/I at Pump house.
(Mechanical & Electrical Part at WTP)
Supplying installation testing and commissioning of Horizontal split casing centrifugal pumpsets with all equipment.
Horizontal split casing centrifugal pump [make : Kirlosker/Worthington /Mather & Platt/ Jyoti ] capable for Discharge 15.53 LPS againest a head 200 M Single / Multi staging mounted on common base plate , coupled with SPDP Eff1 induction motor , rating of motor 15 % more BHP than that of pump , oprating on 3 phase , 415 V 50 Hz & A.C. supply with 1500 rpm (Make Kirloskar /ABB / Jyoti / Crompton greeves /BHEL / Marathon ] including pressure gauge , required size of Sluice Valve and NR valve , standerd fitting , etc. including construction of MS suction and delivery header , jointing it with suction and delivery line by providing required M.S /CI pipes , flanges , reducer and specials , nuts bolts , packing etc. all complete as per the requirement , indian standerd and instruction of E/I ( Contractor will again have to check the design of motor , pump & he will to get it approved by the Deptt)
Discharge - 15.53 LPS and Head-200 M (1W+1S) Around 75 HP
Supplying and errecting, fully automatic star delta starter to operate squirrel cage induction motor working on 380 to 440 volts, 3 phase, 50 Hz with no volt coil, over load element , and ON OFF push buttons with necessary materials and connected to supply etc. all complete. Starter with original sheet steel encloser (make :-L&T/ Siemens/ABB/HPL )
Supplying and erecting 150 sq mm XLPE /PVC insulated,armoured cable 1100 V grade with ISI mark three and half core , stranded Aluminium conductor with 6 mm thick 25 mm width M.S spacer with G.I. Earth wire 6 Sq mm , complete erected on wall / on pole with 25 x 3 mm M.S clamps or in provided trench in an approved manner from transformer to LT panel.
Supplying and erecting 50 sq mm XLPE /PVC insulated,armoured cable 1100 V grade with ISI mark three core , stranded Copper conductor erected on wall / on pole in provided trench in an approved manner from LT panel to Motor
Cost of cable jointing kit making in door termination and outdoor termination with suitable joints etc. all complete job.
Providing, erecting 125 KVA Servo Controlled Automatic Voltage stabiliser suitable for output voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer( oil cooled) for Input 220 to 460 Volt . The stabilizer shall be incorporated with protections and indications like over Voltage / under voltage , single phasing , cut off contactor with electronic output sensing unit , etc. all complete.
Providing erecting change over switch of 250A TPN with SS enclouser etc. all complete.
Cost of earthing as per IE Rule for each motors & Stablizer .
Cost of construction of DP structure in Rail pole with diffrent type of M.S channels , M.S angles , brackets , insulators , AB Switch , three set of horn gap fuse DO fuse and lightening arrester , nut bolts , fabrication work required for the job cost of earthing of transformer (Two nos. , one no. for netutral and one for body ) with all required material labours , cost of providing disc & pin insulator for HV and LV side of the transformer , testing of dielectric strength of transformer oil etc. transmission of power . All complete job as per I.E. rules.
Providing, erecting triple spur gear type 3 Tonne Chain Pulley Block with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.
Supplying , installation and erecting of Lightening Arrester at pump house of approved make and fire extinguisher & frist aid box , etc. as per the direction of E/I at Pump house.
Raw Water Rising main.
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Raw water Rising Main (Please refer to Section 5,Sl. 2.7 , 2.7.1 of SBD)
Detailed longitudinal survey along alignment of pipeline,ite cleaning, strip leveling and drawing L section showing specials like air valve, scour valve, sluice valve and getting the design of pipe line verified and getting approval of department and doing the following work done:-
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 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. One No. gasket with Each 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 . (without bypass Arrangement with E.D )
Sluice Valve PN 1.6 150 mm Dia
Sluice Valve PN 1.6 Non return valve 150 mm Dia
Providing and supplying air valves as per I.S. - 14845-2000 and M J P’s standard specifications of approved make and quality of following diameters including all taxes (central and local), railway freight inspection charges unloading from railway wagons loading into truck , transportation upto departmental storer/ site, unloading and stacking etc. complete. Single Ball Flanged Type Air Valve P.N 1.6 Dia 25 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 (b) For classification of soil item -B
Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd 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 Without rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joint s including 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 design, specification and direction of E./I. Without Gasket. 150 mm dia DI 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). 25 mm dia
Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including making lead caulked joints and flanged joints as per I.S.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 bolts confirming to I.S.S. 1364 – 1983) including drilling holes in flanges if required as per specification and direction
Sluice Valve PN 1.6 150 mm Dia & NR valve
Earthwork in back filling thetren ches 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)
Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.E or A.C pressure pipe up to 60 meter head of water all complete as per specification andection of E/I (Water to be supplied free of cost 150 mm Dia Pipe
Labour charge for one cutting of C.I/ D.I and specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I. 150 mm Dia Pipe
Construction of B.W. masonry valve chamber of size 1.20 x0.90 x 1.50 mt. as per enclosed annexure
Supply all materials & construction of Thrust Block where required
Carriage of Pipe from factory to Site 400 K.M. Lead Payment for carraige of materials will be made on actual basis of distance and quantity.
150 mm dia K9
Clear Water Rising main.
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Clear water Rising Main (Please refer to Section 5,Sl. 2.7.10 of SBD)
Detailed longitudinal survey along alignment of pipeline, investigation, soil testing, site cleaning, strip leveling and drawing L section showing specials like air valve, scour valve, sluice valve and getting the design of pipe line verified and getting approval of department and doing the following work done:-
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 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 One No. gasket with Each 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 but excluding frieght.
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 . (without bypass Arrangement with E.D )
Sluice valve PN 1.6 150 mm dia
Sluice valve PN 1.6 150 mm dia NR valve
Providing and supplying air valves as per I.S. - 14845-2000 and M J P’s standard specifications of approved make and quality of following diameters including all taxes (central and local), railway freight inspection charges unloading from railway wagons loading into truck , transportation upto departmental storer/ site, unloading and stacking etc. complete. Single Ball Flanged Type Air Valve P.N 1.6 Dia 25 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 (b) For classification of soil item -B
Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd 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 Without rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joint s including 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 design, specification and direction of E./I. Without Gasket. 150 mm dia DI K-9
150 mm dia DI 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). 25 mm dia
Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including making lead caulked joints and flanged joints as per I.S.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 bolts confirming to I.S.S. 1364 – 1983) including drilling holes in flanges if required as per specification and direction of E/I.
150 mm dia Sluice Valve P.N 1.6 & NR valve
Earthwork in back filling thetren ches 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)
Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.E or A.C pressure pipe up to 60 meter head of water all complete as per specification andection of E/I (Water to be supplied free of cost
150 mm Dia Pipe K9
Labour charge for one cutting of C.I/ D.I and specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I
150 mm Dia Pipe K9
Carriage of Pipe from factory to Site 400 K.M. Lead Payment for carraige of materials will be made on actual basis of distance and quantity.
150 mm Dia Pipe
Construction of B.W. masonry valve chamber of size 1.20 x 0.90 x 1.50 mt.
Supply all materials & construction of Thrust Block where required
DISTRIBUTION MAIN
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 2.7.10 of SBD)
Detailed longitudinal survey along alignment of pipeline, investigation, soil testing, site cleaning, strip leveling and drawing L section showing specials like air valve, scour valve, sluice valve and getting the design of pipe line verified and getting approval of department and doing the following work done:-
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)
Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd direction of E/I.
Supplying tools and cutting road as well restoring the same as per specification and direction of E/I a) Pucca Road (Except Black top only taken out material to be used) for cutting road as per requirement.
Water Bound Macadum 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.30% of restoration of work.
Providing P.C.C. M -150 in nominal mix of (1:2:4) in foundation 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, 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. 30% of restoration of work.
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)
Providing & 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 stacking including inspection charges and all taxes all complete. One No. gasket with each Pipe.
100 mm dia DI pipe Class K-7
150 mm dia DI pipe Class K-7
200 mm dia DI pipe Class K-7
250 mm dia DI pipe Class K-7
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 ED, CST, all taxes, etc. complete as per I.S. 9523 but excluding frieght.
Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I./DI S/S tyton pipes (class LA) trenches supplying without 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 and laying of pipes is to be done as per (I.S.S. 3114-1985)as per design, specification and direction of E/I. Without Gasket
100 mm dia
150 mm dia
200 mm dia
250 mm dia
Supplying Labours, tools and tackles for testing of laid C.I./DI or U.P.V.C. or H.D.P.E. or D.I. or A.C. pressure pipe upto 60 metre head of water all complete as per specification and direction of E/I.
100 mm dia DI pipe Class K-7
150 mm dia Di pipe Class K-7
200 mm dia Di pipe Class K-7
250 mm dia Di pipe Class K-7
labour charge for one cutting cast iron pipe and specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.
100 mm dia DI pipe Class K-7
150 mm dia Di pipe Class K-7
200 mm dia Di pipe Class K-7
250 mm dia Di pipe Class K-7
Providing Double Flanged Sluice valve confirming for I.S. 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete. (without byepass) With E.D. P.N -1
100 mm Dia Sluice Valve
150 mm Dia Sluice Valve
200 mm Dia Sluice Valve
250 mm Dia Sluice Valve
100 mm Dia Scour Valve
150 mm Dia 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 , alongwith manufacturers test and guarantee certificate including cost of all material with ISI mark or EEC mark Enclosed type as per IS2373.
250 mm dia
100 mm dia
Supplying Labour and tools for fixing C.I./D.I. sluice valve in trenches with a pair of C.I. Tail piece, including making lead caulked joints and flanged joint as per I.S.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 bolts confirming to I.S.S. 1364 -1983) including drilling holes in flanges if required as per specification and direction of E/I.
DI Sluice valve - Dia 100 mm
DI Sluice valve - Dia 150 mm
DI Sluice valve - Dia 200 mm
DI Sluice valve - Dia 250 mm
Scour Valve 100 mm Dia
Scour Valve 150 mm Dia
Construction of B.W. masonry valve chamber of size 1.20 x 0.90 x 1.50 mt.
Carriage of Pipe Up to 400 K.M. Payment for carraige of materials will be made on actual basis of distance and quantity.
100 mm dia DI pipe Class K-7
150 mm dia DI pipe Class K-7
200 mm dia DI pipe Class K-7
250 mm dia DI pipe Class K-7
Twin Type Staff Quarter
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Provision of twin type Staff Quarter etc. all complete job.(Please refer to Section 5,Sl. 2.6 B of SBD) - 1 Unit
E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item-A ) & disposal of excavated earth as obtained to a distance upto 50 M including all lifts, levelling ,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 or in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all 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, shuttering, 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 75 A 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 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 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 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, scaffolding, raking 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 - 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 20 mm to 6 mm 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 (1:1.5:3) in roof slab with approved quality of stone ships 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 & direction of 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 38 mm 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 Engineer – in - Charge.
Supplying, fitting & fixing M.S. Grill made of 20 x 6 cmm 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.)
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 fixed 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 6 mm M.S. Angle frame of size 60 x 60 x 6 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 drawing specification and direction of E/I.
Providing 6 mm thick cement plaster (1:4) in ceiling of P/H & jack well 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.
Providing 12 mm thick cement plaster (1:6) for inside & cut safe surface of P/H 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 building specification and direction of E/I.
Providing 12 mm. cement plaster (1:3) 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.
Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and find 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.(Mode of measurement compacted volume)
Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing & carriage of water with all leads, making proper slope & blending the top with cement mortar (1:10) all complete as per building specification & 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 6 mm 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 & royalty with all complete as per building specification & direction of E/I.
Providing designation 75 A brick on edge flooring in cement mortar (1:4) with top surface flush pointed in cement mortar (1:4) with approved quality of sand including the cost of curing, taxes, royalty all complete as per building specification and direction of E/I.
White washing three coats over new surface with approved quality of lime including 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 coats over a coat of white 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 floor and taxes all complete as per building specification and direction of E/I.
Providing two coats of painting with ready mixed paint over a coat of primer of approved shade and make over new wooden 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 & 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 dust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (mode of measurement area shall be multiplied by the coefficient as indicated in building specification).
Providing two coats of painting with ready mixed 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 10 mm, 12 mm and 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.
Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete .Payment for carraige of materials will be made on actual basis of distance and quantity.
Cement 25 KM lead
Steel 25 KM lead
Sand 10 KM lead
Bricks 15 KM lead
Stone/Stone Chips 10 KM 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
(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 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. 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 –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
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
Compound Wall/ Boundry Wall (240.00 M)
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.(Please refer to Section 5,Sl. 2.6 C of SBD)
Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item- A) 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, 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 150 mm 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 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 25mm. 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 75 A 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 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 PCC M 150 in band at plinth level 25mm thick DPC with nominal mix (1:2:4) at plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse 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 job as per building specification and 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 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing RCC M-150 with nominal mix of (1:2:4) in band at lintal level with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand 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 RCC M-150 with nominal mix of (1:2:4) in Stiffners With approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand 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 Tor steel reinforcement of 10 mm, 12 mm and 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 specificati n and direction of E/I.
Supplying Fitting & Fixing M.S Grill gate with M.S grills made 20 x 6 mm m.s. flat or 16 mm M.S. Square bars fitted 25 x 25 x 6 mm M.S. angle frame of size 60 x 60 x6 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 includind carraige & taxes all complete as per drawing specification and Direction of E/I
Cost of 50 x 50 x 6 mm M.S.Angle including all taxes and royalty and carriage as per specification and direction of E/I.
Cost of Barbed Wire of 4 Point 2 ply 12 SWG , 150 mm apart ,
Labour for cutting of M.S Angle Iron Post to required length, one end splitted as fishtailed in a length of 150 mm complete as per building specification and direction of E/I.
Drilling 6 mm holes M.S. Angle iron for fixing of staples etc. as per building Specification and Direction of E/I.
Supplying Fitting & Fixing Straining bolt with nut Size 25 cm x 10 mm Dia to tightenn the barbed wire corner post complete as per building specification and direction of E/I . 40 x 4 = 160.00
Labour for cutting and fixing barbed wire fencing in four rows horizontal up to height of 1.25 m and two diagonals including fixing of post in cement concrete at 2.5 m, centers including cost of cement concrete angle iron post in cement concrete angle iron post its cutting and making holes , nut and bolts ) all complete as per building specification and direction of E/I.
Providing 12mm 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 and diraction of E/I.
Supplying all materials labours and doing two coats of colour washing over a coat of white wash new surface with approved quality of lime including cost of cleaning surface throughly 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. same as item no. 18
Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . Payment for carraige of materials will be made on actual basis of distance and quantity.
Steel 25 KM lead
cement 25 KM lead
sand 10 km lead
stone chips 10 km lead
bricks 15 km lead
Approach Road
Construction of embankment with Approved Material obtained from borrow pits with a lift up to 1.5 m transporting to site spreading grading to required stope and compacting to meet requirment of tables 300.1 and 300.2 with a lead up rto 1000 m as per technical specification clause 301.5
Granular Sub base with well graded material (table -400.1) A- By Mix in Place Method Construction of granular Sub Base by Providing well graded material, spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavetor at OMC ,and compacting with smooth wheel roller to achieve the desired density ,complete as per technical specification Clause 401 . (i) For Grading I Materials
Construction of un-reinforced dowel jointed at expansion and contruction joint only ,plain cement concrete pavement ,thickness as per design ,over a prepared sub base ,with 43 grade cement or any other type as per clause 1501.2.2 M-30 (Grade ) , coarse and fine aggregates conforming to IS: 383 maximum size of coarse aggregate not exceeding 25 mm ,mixed inn a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork (steel channel .laying including levelling the formwork as per drawing ) spreading the concrete with shovels rank ,compacted using needle scrreed and plate vibrators and finished in continous opration including provision of contration and expansion , construction joints applying debonding strips ,primer ,ssealant ,dowel bars near approaches to bridge / culvert and construction joints, admixtures as approved ,curing of concrete slabs for 14 days . using curing compound (where specified ) and water finishing to lines and grade as per drawing and technical specification Clause 1501 RWD.
Proving and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1 , no. fragment weighing less than 25 kg laid dry complete as per drawing and technical specification Clause 1301.
Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . Payment for carraige of materials will be made on actual basis of distance and quantity.
Cement 25 KM lead
Sand 10 km lead
Stone chips 10 km lead
Boulder 10 km lead
House Hold Connection (Nos. House Hold 1533)
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 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.(mode of measurement compacted volume)
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.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibratig, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
Earth work in back filling the trenchage after laying different type and size of pipes with earth removed during excavation within initials leads and lift as per specification and direction of E/I
Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water,taxes and royalty all complete as per building specification an direction of E/I.
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. 20 mm Dia pipe
Providing and supplying G.I. pipes (Tata and euivalent make) 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. 15mm Dia
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 machine , electric mirror/heater/ But fusion welding machine with hydroulic jack,top loading clamp etc pump and accessories for hyroulic tesing and all labours as directed by E/I.as per IS-7634 part-2. 20 mm Dia Pipe
Supplying labours and tools for fixing G.I.Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall ,ceiling 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. 15 mm Dia Pipe
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. 3 mm dia Ferrule Weight not less than 425 Gm
Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I. 20 mm Dia and weight not less than 400 Gm
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. 15 mm Dia and weight not less than 400 Gm
Supplying and fixing G.I.fitting of approved make all complete as per specification and direction of E/I.
20 mm dia ELBOW
15 mm dia ELBOW
20mm dia Reducing socket
20mm dia Nipple
15mm dia Nipple
20mm dia Union Socket
15 mm dia Socket
20mm dia socket
Carriage of materials
Operation & Maintenance for Five years
O/M for 1st Year with labour component & chemical cost excluding annual repair charge.
O/M for 2nd Year with labour component & chemical cost including annual repair charge
O/M for 3rd Year with labour component & chemical cost including annual repair charge
O/M for 4th Year with labour component & chemical cost including annual repair charge
O/M for 5th Year with labour component & chemical cost including annual repair charge
Add 1% Labour Cess
SORATHIA VELJI RATNA AND CO
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