Formation of internal roads with RCC Box Culverts RCC B) Construction of 25 LL Sump, Construction of 10 LL OHT, Construction of Pump Room, Construction of Compound Wall around Pumping Station, Providing Internal Water supply distribution system

Amount

(Part-A) Formation of internal roads with RCC Box Culverts & RCC Drains

Formation of internal roads

Clearing Light Jungle. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc., complete complying with standard specification and as directed by SIPCOT Officers.

Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT Officers.

Forming embankment using carted earth having CBR value not less than 6% which has to compacted properly and form a stable embankment including cost, loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by vibratory roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 250 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 97% proctor density for the soil below the top of 0.5 meter height of subgrade under optimum moisture content with moisture content adjusted in the range of one per cent (1 %) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with power roller rolling and other construction equipments approved by SIPCOT Officer and finishing the embankment at 95% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officers as per MORTH standard specification . (Forming Embankment at 97% Compaction)

Construction of Granular Sub - Base (GSB) to the required 200mm compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required all other incidental charges, (as per clause 401 of MORTH Rev.-5) etc., complete complying with standard specification and as directed by SIPCOT Officers

Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 250mm compacted thickness specification in two layers of 125mm thick each or else as specified on the prepared sub base by providing approved Coarse graded material conforming to Table 400 - 13 and satisfying the physical requirement for material for WMM as per Table 400 - 12 of MORTH Rev.-5, including pre-mixing the materials with water at OMC in mechanical mix plant carriage of mixed matrerial by tipper to site laying in uniform layers with favours in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rental for machinery, fuel and all other incidental charges as per clause 406 of MORTH Rev.-5. etc., complete complying with standard specification and as directed by SIPCOT Officers.

Providing and laying Prime coat over wet mix macadam surface using 7.00 Kg bitumen for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer clause 502 of MORT & H specifications etc., complete complying with standard specification and as directed by SIPCOT Officers.

Providing and laying Tack coat over treated wet mix macadam surface using 2.50 Kg bitumen to cut back for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer as per clause 503 of MORT & H specifications etc., complete complying with standard specification and as directed by SIPCOT Officers

Providing and laying to 110 mm thickness Dense Bituminous macadam using 0.4 cum of 37.50 -13.20 mm IRC size graded metal 0.35 cum of 13.20 - 2.36mm IRC graded metal and 0.36 cum of 2.36mm and below IRC size HBG metal with 71.3 kg of VG30 bitumen for premixing for 10 Sq.meter including cost and conveyance of bitumen and other materilas to CMP site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction by vibratory Pneumatic Roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire,fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller, and all other tools & plants required including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH REV. 5 etc., complete complying with standard specification and as directed by SIPCOT Officers (Grade I)

Providing and laying Tack coat over treated wet mix macadam surface using 2.00 Kg bitumen to cut back for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer as per clause 503 of MORT & H specifications etc., complete complying with standard specification and as directed by SIPCOT Officers

Providing and laying 40mm compacted thickness bituminous concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 kg of bitumen grade VG 30/VG 40 confiorming to IS 73 for pre mixing for 10 Sq. meter and using materials as per table 500 - 17 and staifying the physical requirement for material for course aggregates for BC as per table 500 - 16 of MORTH REV-5 including cost and conveyance of all materials to CMP site , heating the bitumen andaggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix in required temperature for uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 kN vibratory/Pneumatic road roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site, fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finaisher/9 m paver finisher /Vibratory/Pneumatice road roller , and all other tools and plants requried, fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 OF MORTH REV.5 specification and as directed by SIPCOT Officers. (Grade II).

Supply and fixing of Hydraulic Pressed Rubber moulded Paver block of 83 mm thick over a layer of 67 mm thick stone dust filling for paved shoulder as per standrad specification and as directed by SIPCOT officers.

Providing and laying Centreline/Edgeline marking with white hot applied thermoplastic compound 100mm wide of high quality 2.5mm thick including reflectorising glass beads @250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 including cost and conveyance of all materials to the work site including labour charges for machinery and all other incidental charges etc. complete as per MORTH specification and as directed by SIPCOT officers. The finished surface to be level, uniform and free from streaks and holes. complete complying with standard specifications and as directed by SIPCOT Officers.

Road Markers / Road Stud with Lens Reflector : Providing and fixing reflective road studs of "category A" Raised pavement markers made out of poly carbonate / methyl methecrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023 / 10 / 97 - DO.III dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35 +/-5 degree. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Construction of RCC Box Culvert

Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers.

Supplying and Filling with Stone Dust to the required thickness including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges for Bedding to Blocks. etc., complete as per the standard specification and as directed by the SIPCOT Officers.

Vibrated Cement concrete in CC 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete complying with standard specification and as directed by SIPCOT officers.

Vibrated Reinforced Cement concrete in 1:11/2:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per standard specification and as directed by SIPCOT officers.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., Complete complying with standard specification and as directed by SIPCOT Officers.

For Plane surfaces

For vertical surfaces

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Construction of RCC Drain

Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supplying and Filling with stone dust to the required thickness including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges for Bedding to Blocks. etc., complete as per the standard specification and as directed by the SIPCOT Officers.

Vibrated Cement concrete in CC 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete complying with standard specification and as directed by SIPCOT officers.

Vibrated Reinforced Cement concrete in 1:11/2:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per standard specification and as directed by SIPCOT officers.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., Complete complying with standard specification and as directed by SIPCOT Officers.

For Plane surfaces

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

(PART-B) Construction of 25 LL Sump, Construction of 10 LL OHT, Construction of Pump Room, Construction of Compound Wall around Pumping Station, Providing Internal distribution Water supply system & Providing Pumpset arrangements

Construction of 25 LL Sump

Earth work for foundation in following types of soil inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and following lift and clearing and levelling the site etc., complete complying with standard specification and as directed by SIPCOT Officers.

SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 0.60m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting. Upto 0.60m below GL

Hard rock requiring blasting - From 0.6 m to 2.00 m below G.L.

Hard rock requiring blasting - From 2.00 m to 3.00 m below G.L.

Hard rock requiring blasting - From 3.00 m to 3.65 m below G.L.

Supplying and filling M-Sand for foundationand basement in layers of not more than 15 cm thick well watered, rammed and consolidated etc., Complete complying with standard specification and as directed by SIPCOT officers.

Plain Cement Concrete 1:4:8 (One Cement, Four M-sand and Eight hard broken stone jelly) using 40 mm ISS size hard broken granite stone jelly for foundation including dewatering wherever if found necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc., complete complying with standard specification including cost and conveyance of all materials to site and as directed by SIPCOT officers.

Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers.

Upto 1.50 m depth below G.L.

From 1.50 m depth to 4.5 m below G.L.

Upto 4.50 m height above G.L.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at above 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton. and as directed by SIPCOT officers.

Curved surface upto 3.30m

Vertical surface upto 3.30m

Curved surface 3.30m to 4.30m

Vertical surface 3.30m to 4.30m

Curved surface 4.30m to 5.30m

Vertical surface 4.30m to 5.30m

Painting the walls with two coats of cement paint over one coat of cement primer including preparation of surface curing, cost of primer etc. complete in all floors complying with standard specifications and as directed by SIPCOT officers. (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Supplying and fixing in position of RCC M30 in side access ladder of suitable size using 20mm size HBGS jelly excluding cost of all materials, centering, shuttering, strutting, fabrication and placing in position of reinforcement, finishing, curing etc.,complete complying with standard specifications and as directed by SIPCOT officers.

Supplying and fixing in position of outside MS Ladder of 45cm clear wide made out of 50mm x 50mm x 6mm MS Angle for sides and steps in 16mm MS plain rods fixed at 30cm c/c welded jointed etc, providing with suitable side supports,clamps, locking arrangements provided with two coats of approved enamal paint over one coat of red oxide paint to access over roof top including bottom anchorage with bed block in CC1:2:4 using 20mm HBG at top and bottom of sump with suitable anchor bolt and transportation charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Supplying and fixing in position of 0.75 x 0.75m size water tight SFRC Manhole frame with cover of approved pattern at the roof slab including the cost of men & materials complying with standard specification and as directed by the SIPCOT officers.

Supplying and fixing in position of enameled water level indicator with ball floating arrangements on side wall of sump including the cost men & materials complying with special spacification and as directed by the SIPCOT Officers.

Providing Precast RCC (1:1.5:3) Ventilator using 20mm HBG stone including cost of all materials, centering, shuttering, strutting,reinforcement, placing of concrete, finishing, curing and fixing in position on the roof slab with mosquito proof net arrangement and etc., complete complying with standard specifications and as directed by SIPCOT officers.

Refilling the foundation with excavated earth (other than sand) including watering, ramming, consolidating etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Providing Cut stone set in CM 1:3 (one cement and three M-sand) using well dressed cut stone supporting inlet pipe of size 0.45 x 0.45 x 0.15 m for service reservoir etc., complete as per standard specifications and as directed by SIPCOT officers.

Painting SIPCOT Emblem in accordance with the size and specifications as approved by the Board on the side wall of Sump including cost of all consumable, one coat of base paint etc complete and as directed by the SIPCOT officers

Supply and Delivery of following size of C.I. pipe line / specials to sump etc., complete compying with standard specifications and as directed by SIPCOT officers.

200mm CI flanged spigots

200mm CI D/F pipe - 1.50m length

200mm CI D/F pipe - 1.00m length

200mm CI D/F pipe - 0.50m length

200mm CI D/F slotted pipe -1.00m length

200mm CI Duck foot bend

200mm CI D/F Bend

Lowering of 200mm C.I. Pipe line to sump etc., complete compying with standard specifications and as directed by SIPCOT officers.

Jointing of 200mm C.I. Pipe line/specials to sump etc., complete compying with standard specifications and as directed by SIPCOT officers.

Construction of 10 LL OHT

Earth work for foundation in following types of soil inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and following lift and clearing and levelling the site etc., complete complying with standard specification and as directed by SIPCOT Officers.

SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 0.60m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting. Upto 0.60m below GL

Hard rock requiring blasting - From 0.6 m to 2.00 m below G.L.

Supplying and filling M-Sand for foundationand basement in layers of not more than 15 cm thick well watered, rammed and consolidated etc., Complete complying with standard specification and as directed by SIPCOT officers.

Plain Cement Concrete 1:4:8 (One Cement, Four M-sand and Eight hard broken stone jelly) using 40 mm ISS size hard broken granite stone jelly for foundation including dewatering wherever if found necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc., complete complying with standard specification including cost and conveyance of all materials to site and as directed by SIPCOT officers.

Below 1.5m to 4.5m from G.L.

Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers.

From 1.5m below OGL upto 1.0m ht. above G.L

Above 1.0 upto 4.50m height

Above 4.50m to 7.32m ht., from G.L

Above 7.32m to 10.98m ht., from G.L

Above 10.98m to 14.64m ht., from G.L

Above 14.64m ht., to 18.30m ht.,

Above 18.30m ht., to 19.60m ht.,

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at above 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton. and as directed by SIPCOT officers.

Plain surface Upto 3.30m ht., from G.L

Plain surface up to 3.30m ht., to 4.30m -1st brace

Plain surface From 7.30m ht.to 8.30m - 2nd Brace

Plain surface From 11.30m ht to12.30m-3rd Brace

Plain surface From 15.30m ht., to 16.30m

Plain surface 3.30m to 4.30m ht (Datum - from floor slab working platform)

Square columns Upto 3.30m ht., from GL.

Circular columns Upto 3.30m ht., from GL.

Square columns From 3.30m to 4.30m

Circular columns From 3.30m to 4.30m

Square columns From 4.30m to 5.30m

Circular columns From 4.30m to 5.30m

Square columns From 5.30m to 6.30m

Circular columns From 5.30m to 6.30m

Square columns From 6.30m to 7.30m

Circular columns From 6.30m to 7.30m

Square columns From 7.30m to 8.30m

Circular columns From 7.30m to 8.30m

Square columns From 8.30m to 9.30m

Circular columns From 8.30m to 9.30m

Square columns From 9.30m to 10.30m

Circular columns From 9.30m to 10.30m

Square columns From 10.30m to 11.30m

Circular columns From 10.30m to 11.30m

Square columns From 11.30m to 12.30m

Circular columns From 11.30m to 12.30m

Square columns From 12.30m to 13.30m

Circular columns From 12.30m to 13.30m

Square columns From 13.30m to 14.30m

Circular columns From 13.30m to 14.30m

Square columns From 14.30m to 15.30m

Circular columns From 14.30m to 15.30m

Square columns From 15.30m to 16.3m

Circular columns From 15.30m to 16.30m

Curved surface upto 3.30m (Datum - From floor slab working platform

Circular columns upto 3.30m (Datum - From floor slab working platform

Curved surface from 3.30m to 4.30m (Datum - From floor slab working platform

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Painting the walls with two coats of cement paint over one coat of cement primer including preparation of surface curing and including cost of primer etc., complete in all floors complying with standard specifications and as directed by SIPCOT officers. (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).

Providing Cut stone set in CM 1:3 (one cement and three M-sand) using well dressed cut stone supporting inlet pipe of size 0.45 x 0.45 x 0.15 m for service reservoir etc., complete as per standard specifications and as directed by SIPCOT officers.

Supplying and fixing in position of RCC M30 in side access ladder 2 Nos of suitable size using 20mm size HBGS jelly excluding cost of all materials, centering, shuttering, strutting, fabrication and placing in position of reinforcement, finishing, curing etc.,complete complying with standard specifications and as directed by SIPCOT officers as Follow.

Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by SIPCOT officers.

Supplying and fixing in position of 0.75 x 0.75m size water tight SFRC Manhole frame with cover of approved pattern at the roof slab including the cost of men & materials complying with standard specification and as directed by the SIPCOT officers.

Providing Precast RCC (1:1.5:3) Ventilator using 20mm HBG stone including cost of all materials, centering, shuttering, strutting,reinforcement, placing of concrete, finishing, curing and fixing in position on the roof slab with mosquito proof net arrangement and etc., complete as per standard specifications and as directed by SIPCOT officers.

Supplying and fixing in position of enameled water level indicator with ball floating arrangements on side wall of sump including the cost men & materials complying with special spacification and as directed by the SIPCOT Officers.

Supplying and fixing of Providing MS hand rail of 0.91 m height over the top of roof slab, finishing etc., complete complying with standard specifications and as directed by SIPCOT officers.

Supply & delivery of 25mm G.I. Pipes (Medium) for Hand rails over roof slab as per standard specifications

Lifting and positioning of C.I / G.I / DI/ MS Pipes in vertical direction for service reservoir pipe connection as directed by SIPCOT officers.

Welding of GI pipes as directed by the departmental officers for the size upto 80mm

Supplying and fixing of MS Base plate of 100 mmX100mm X 8mm thick at roof slab top for fixing of 25 mm dia G I (Medium) pipes (vertical) as directed by SIPCOT officers.

Painting iron works with two coats of Enamel painting etc. complete and as directed by SIPCOT Officials

Supplying and fixing of MS Base plate of 100 mmX 6mm thick at roof slab top for fixing of 25 mm dia G I (Medium) pipes (vertical) as directed by SIPCOT officers.

Supply and delivery of 8mm dia MS lugs as per standard specification

Labour charges for lifting of pipes in vertical direction and fixing in position.

Painting SIPCOT Emblem in accordance with the size and specifications as approved by the Board on the side wall of Sump including cost of all consumable, one coat of base paint etc complete and as directed by the SIPCOT officers

Refilling the foundation with excavated earth (other than sand) including watering, ramming, consolidating etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Pipe connection to OHT

Earth work excavation for all soils for inlet, outlet, scour, overflow and byepass arrangements etc., complete.

Refilling the Trenches with exacavated earth other than sand,etc., complete.

Laying of C.I pipes and specials lowering in to the trenches and laying to proper grade and alignment up to 2 m depth.

INLET 200 mm dia

OUTLET 350 mm dia

SCOUR 150 mm dia

OVERFLOW 200 mm dia

BYEPASS 200 mm dia

Jointing CI D/F pipes with rubber insertion to the required specification with MS bolts,nuts etc.,complete (including cost of jointing materials) testing to the required pressure as directed by the TWAD BOARD officers.

INLET 200 mm dia

OUTLET 350 mm dia

SCOUR 150 mm dia

OVERFLOW 200 mm dia

BYEPASS 200 mm dia

Labour charges for lifting of pipes in vertical direction and fixing in position.

Construction of masonry valve pit size of 1.50 m X 1.50 m x 1.40 m for fixing the valves including earth work excavation refilling wherever necessary cement concrete 1:4:8 using 40mm HBG metal for levelling course brick work in CM 1:5 for side wall, plastering with CM 1:5, 12mm thick RCC 1:2:4 using 20mm HBG stone jelly for cover slabs providing cut stones in CM 1:3 supply, fabricating and placing in position of RTS grill centering, shuttering charges fixing surface box and refilling the sides of the pits etc., complete complying with standard specification and as directed by SIPCOT officers.

Providing CI pipe connection arrangements for all specials and inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of CI pipes with two coats of approved quality enamel paint etc., .complete complying with standard specifications and as directed by SIPCOT officers.

INLET

200mm 2.75 m length CI D/F pipes

200mm CI D/F short pipes 0.95m length.

200mm CI D/F short pipes 1.4m length.

200mm CI D/F short pipes 1.33m length.

200mm CI D/F short pipes 1.4m length.

200mm CI D/F short pipes 0.95m length.

200mm CI D/F short pipes 0.3m length.

200mm CI D/F Slotted pipe 1 m length

200mm CI D/F Duckfoot bend

200mm 90' CI D/F bend

200X200mm CI A/F Tee

200mmXCI Flanged socket Tail peace

200mm CI D/Fsluice valve

Surface box for 200mm CI D/Fsluice valve

OUTLET

350mm 2.75 m length CI D/F pipes

350mm CI D/F short pipe 0.9m length.

200mm CI D/F short pipe 0.362m length.

350mm CI bell mouth.

350mm CI D/F duckfoot bend

350X200MM CI A/F Tee

350mm CI D/F sluice valve

Surface box for 350mm CI D/F sluice valve

BYEPASS

200mm X 2.75 m CI D/F Pipe

200mm CI D/F short pipe 0.76m length.

200mm CI D/F sluice valve

Surface box for 200mm CI D/F sluice valve

OVERFLOW

200mm 2.75 m length CI D/F pipes.

200mm short pipe 0.9m length.

200mm short pipe 1.9m length.

200mm CI bell mouth.

200mm CI D/F Duck foot bend

SCOUR

150mm 2.75 m length CI D/F pipes.

150mm short pipe 0.62m length.

150mm short pipe 1.5m length.

150mm short pipe 1.3mlength.

150mm short pipe 0.4mlength.

200X150mm CI A/F Tee

150mm CI bell mouth.

150mm CI D/F sluice valve with wheel.

RAIN WATER HARVESTING

Brick work in CM 1:6 using country bricks of size 8.75" X 4.25" X 2.25" including cost of all materials, labour charges, curing etc., complete and as directed by SIPCOT Officers.

Plastering with Cement mortor 1:5, 12mm thick including cost of all materials, Labour charges, curing etc., complete complying with standard specification and as directed by SIPCOT officers.

Plastering with Cement mortor 1:3, 12mm thick including cost of all materials, Labour charges, curing etc., complete complying with standard specification and as directed by SIPCOT officers.

Painting the walls with two coats of cement paint over one coat of cement primer including preparation of surface curing and including cost of primer etc., complete in all floors complying with standard specifications and as directed by SIPCOT officers. (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).

Supply and fixing of PVC gratings of size 20x20cm for fixing in the roof of the reservoir.

RECHARGE/SOAK PIT FOR RAIN WATER HARVESTING

SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 0.60m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting. Upto 0.60m below GL

Brick work in CM 1:6 using country bricks of size 8.75" X 4.25" X 2.25" including cost of all materials, labour charges, curing etc., complete and as directed by SIPCOT Officers.

Supplying and filling M-Sand for the recharge pit as per type design., Complete complying with standard specification and as directed by SIPCOT officers.

Supply,delivery and filling of 20 mm size brick bats as per type design.

Supply,delivery and filling of 20mm size brick bats as per type design.

Supply,deliery and fixing of splash pad of size 500 x 500 x 50mm at the over flow junction point with recharge pit.

Supply and delivery of 110mm OD 4 Ksc PVC pipes

Fixing pvc pipes with clamps as directed by SIPCOT officers.

PROVIDING INTERNAL WATER SUPPLY SYSTEM

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by SIPCOT officers.

350mm D.I. K7 pipe

300mm D.I. K7 pipe

250mm D.I. K7 pipe

150mm D.I. K7 pipe

100mm D.I. K7 pipe

Supply and delivery of following sizes of DI K7 Class s/s pipes as per IS: 8329 / 2000, at the site of work etc., complete and as directed by SIPCOT officers.

350mm D.I. K7 pipe

300mm D.I. K7 pipe

250mm D.I. K7 pipe

150mm D.I. K7 pipe

100mm D.I. K7 pipe

Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by SIPCOT Officers.

350mm D.I. K7 pipe

300mm D.I. K7 pipe

250mm D.I. K7 pipe

150mm D.I. K7 pipe

100mm D.I. K7 pipe

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of jointing materials as directed by SIPCOT officers.

350mm D.I. K7 pipe

300mm D.I. K7 pipe

250mm D.I. K7 pipe

150mm D.I. K7 pipe

100mm D.I. K7 pipe

Cutting the DI pipes true to axis and finishing the ends complete as directed by SIPCOT officers.

350mm D.I. K7 pipe

250mm D.I. K7 pipe

150mm D.I. K7 pipe

Supply, delivery and fixing of D.I. specials as per IS 9523/2000 at site etc., complete as directed by SIPCOT officers.

350mm DI Specials

300mm DI Specials

250mm DI Specials

150mm DI Specials

100mm DI Specials

250x250x100mm Tee

250x250x150mm Tee

300x300x300mm Tee

350x300mm DI S/S reducer

300x250mm DI S/S reducer

250x100mm DI S/S reducer

Supply and delivery of following sizes of Mechanical joint Collar including loading, transportation, insurance, unloading at site of work etc. complete and as directed by SIPCOT officers.

300mm dia

250mm dia

150mm dia

100mm dia

Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by SIPCOT officers.

Supply, delivery to site, fixing & Commisioning of CI sluice valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by SIPCOT officers of the following sizes.

350mm CI Sluice valve

300mm CI Sluice valve

250mm CI Sluice valve

150mm CI Sluice valve

100mm CI Sluice valve

Supply, delivery to site, fixing & Commisioning of CI Scour valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by SIPCOT officers of the following sizes.

350mm CI Scour valve

300mm CI Scour valve

250mm CI Scour valve

150mm CI Scour valve

100mm CI Scour valve

Supply delivery to site, fixing & Commisioning of sluice valve PN 1.6 rating with Double orifice Air valves as per IS 14846/2000 specifications including loading and unloading at site, transporting charges taxes and duties etc., as directed by SIPCOT officers of the following sizes.

50mm Double Air Valve

Refilling the trenches with excavated earth (other than sand) in layers and watering, ramming and consolidation as per standard specification etc complete and as directed by SIPCOT officers.

350mm D.I. K7 pipe

300mm D.I. K7 pipe

250mm D.I. K7 pipe

150mm D.I. K7 pipe

100mm D.I. K7 pipe

Disposal of surplus earth including loading, conveyance within a distance of 5 km and spreading as directed by SIPCOT Officers

Providing Thrust Blocks arrangements for the following specials upto 2m depth as per standard specification and as directed by SIPCOT officers.

350mm DI Class K7

300mm DI Class K7

250mm DI Class K7

150mm DI Class K7

Providing Pumping main arrangements

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by SIPCOT officers.

200mm D.I. K7 pipe

Supply and delivery of following sizes of DI K7 Class s/s pipes as per IS: 8329 / 2000, at the site of work etc., complete and as directed by SIPCOT officers.

200mm D.I. K7 pipe

Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by SIPCOT officers.

200mm D.I. K7 pipe

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of jointing materials as directed by SIPCOT officers.

200mm D.I. K7 pipe

Cutting the DI pipes true to axis and finishing the ends complete as directed by SIPCOT officers.

200mm D.I. K7 pipe

Supply , delivery and fixing of D.I. specials as per IS 9523/2000 at site etc., complete as directed by SIPCOT officers.

200mm D.I. K7 pipe

Construction of Pump Room

Earth work excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.and as directed by SIPCOT officers.

Hardrock measured in solid including blasting and stacking etc., complete as per standard specification and as directed by SIPCOT Officers.

Filling with M-sand inlcuding cost and conveyance of sand and labour for filling, levelling , watering, and tamping for foundation etc.,complete and as directed by SIPCOT Officers.

Vibrated Cement concrete in CC 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete complying with standard specification and as directed by SIPCOT officers.

Random Rubble masonry with CM 1:5 (one cement and five sand)for footing and basement including cost of materials,mixing,placing,curing and finishing etc., complete as directed by SIPCOT officers.

Brick work in CM 1:6(one cement and six sand) using second class ground moulded chamber bricks of size 9"x43/8"x23/4"including cost of all materials,labour charges,curing etc.,complete and as directed by SIPCOT officers.

Centering for sides and soffits of R.C.C slab of plane surface for R.C.C floor slab including struttiong upto 3.3.mt,height using MS sheets if size 90cm x 60cm and stiffend with welded MS angle of size 25mm x 25mm x3mm laid over silver oak (country wood ) joists of size 10cmx6.5cm (space ata about 90cm x 60cm and BG 10 gauge (Spaced at 75cm c/c)complying with standard specification etc.complete asa directed by the SIPCOT officers.

Vertical surface

Plane surface

Vibrated Reinforced Cement concrete in 1:11/2:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per standard specification and as directed by SIPCOT officers.

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Pointing in CM 1:5 for RR Masonry as per standard specification and as directed by SIPCOT officers.

Supplying and filling in foundation, basement, etc with filling conveyed Earth with initial lead & lift with a conveyance of 5 km in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by SIPCOT officers.

Special ceiling Plastering for RCC slabs, beams and sunshades with Cement mortar 1:3, 10mm thick including cost of all materials, labour charges, hacking,curing etc., complete complying with standard specification and as directed by SIPCOT officers.

Plastering with Cement mortor 1:5, 12mm thick including cost of all materials, Labour charges, curing etc., complete complying with standard specification and as directed by SIPCOT officers.

Supplying & fixing of pull & push rolling shutter of including all cost with fitting etc.,complete as directed by SIPCOT officers.

Supplying & fixing of following MS fittings including all cost with fitting etc.,complete as directed by SIPCOT officer (the design should be got approved by the SE before supply and fixing)

Window (0.90 x 1.20)

Ventilator (0.90 x 0.45)

Door (1.00 x 2.00)

White washing 2 coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc.,complete and as directed by SIPCOT officers.

Painting two coats of newly plastered wall surface with ready mixed interior emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. and as directed by SIPCOT officers.

Painting two coats of newly plastered wall surface with ready mixed exterior plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. and as directed by SIPCOT officers.

Painting new iron works such as steel doors, windows, ventilators, Rolling shutter etc., with two coats of best approved first quality and colour of synthetic enamel paint over the red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)

Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by SIPCOT officers.

Finishing the top of roof with one course of Solar Reflectance index weather proof cool tiles of size 305mmx305mmx7mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by SIPCOT officers.

Painting new iron works such as steel doors, windows, ventilators, Rolling shutter etc., with two coats of best approved first quality and colour of synthetic enamel paint over the red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)

Providing Pumpset arrangements

Supply and delivery of Horizontal split casing centrifugal pump (1500RPM) conforming to IS 1520 and as amended thereafter with CI casing and split glands, stainless steel shaft, hydraulically and dynamically balanced bronze impellers capable of discharging required quantity of water against a total head noted below due to all causes and with the accessories such as G.M air release cock, Grease cup, G.I priming funnel, M.S lifting hook, drip water G.I pipe connections, leading to the outside of pump house rubber water deflector, double flap foot valve, G.M strainer including unique tyre type coupling, common M.S fabricated base to mount pump and motor and other standard fittings etc complete. Pump shall be capable of discharging the specified quantity at the head noted at the minimum NPSH at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase , 415 V , 50 Hz , 1500 RPM.

4000 lpm x 25 m

AC three Phase / 415 V/ Horizontal SPDP 4 Pole Squirrel cage Induction motor for HSC centrifugal pumps -1500RPM

Supply and delivery of AC three Phase 4 pole Horizontal squirrel cage Induction motor confiriming to IS 325/1996 and as amended thereafter with Class F insulation to suit the speed of pump and suitable for operation with continous S1 rated, 415V +/- 10 %, 50 HZ +/- 5% supply , TEFC (upto 20 HP), SPDP (above 20 HP). The motor offered should be of energy efficient motors.

40 HP Motor

Supply and delivery of Fully Automatic Auto Transformer Starter suitable for the motor offered. Floor mounting type air/ oil cooled Auto Transformer Starter with tapings at 50%, 65%, 80%, housed in robust steel chamber with arc and main contacts confirming to IS 8544 Part IV for operation in AC three Phase 50 Hz (+/- 5%), 415V (+/- 10%) with the following components etc. under voltage release with no volt coil, over load relay with dash pot arrangements, single phasing preventor, LED ON/ OFF switches, Mounted Ammeter, Earth leakage relay, contactor assembly suitable for next standard KW rating, in coming and out going cable entry provisions, transformer tank including first filling of oil etc.

For 40 HP Motor

Supply and delivery of DI electric Capacitor KVAR with TNEB test certificate with acceessories confirm to IS 2834 and rate is inclusive of banking charges such as providing of copper bus bars with provision of adding at least 2 capacitors at later date, cable entry box , fabricating chargese. The rates are basic rates with inclusive of handling charges

20 KVAR for 40 HP motor

Supply and delivery of floor mounting cubical type vermin and dust proof powder coated M.V. panel board made of 14 SWG MS sheet & MS angle iron frame work with enclosed 4 Nos of Aluminium bus bar of Electrolyte grade E.91,PVC sleeved of suitable size for phase and netural with hinged front door and railway type lock and key arrangements.The bus bar shall be of ample current carrying capacity with all interal wiring as per IE rules and as per IS 8633 and as per safty requirements of CEIG. The desgin of panel board should facilitate for quick operation of all switches from the front side. The panel board should be completed with all interal wiring including necessary twin copper earthing arrangements and consists of the componets for controlling incoming and out going supply.

INCOMING

i) 250 Amps, 3 phase MCCB,4 pole with over /under voltage release and short circut release to control the incoming supply to the bus bar in the cubical board from the E.B.supply point. - (1 No Spare)

ii)Multi Functions Meters - Flush type for M V Panel Board - LED type, CT/PT, Voltage, Current, Frequency, Kilowatt, Kilo Volt Ampere, KVAR , KVAH, Run Hours, unbalance(V,A), Rpm, Phase angles, Thd - Class 0.5 With RS 485 Port

OUTGOING

200Amp 3phase MCCB ,TPN for controlling ATS starter for 40 HP HSC pumpset (1 no stand by) \

50Amp 3 phase 4 Pole MCCB to control the capacitor for HSC pumpset ( 1 NO spare)

32 Amp 3Phase MCCB for controlling the lighting load of the pumproom

RYB & ON/OFF indicating lamps with control switch

Fabrication of other fittings including labour charges etc. complete complying with standard specification and as directed by SIPCOT officers.

Supply and delivery of wall mounted cubical type EB meter Box Up to 50HP/37 KW (which includes LT meter panel board, 6 Nos. suitable fuse carriers

150mm dia Pressure Gauge and Vaccum guage including all accessories as per specification (For Suction and Delivery to be mounted on wall on Teak Wood Board)

Supply and delivery of heavy duty 1.1 KV grade 3.5 x 120sq.mm-armoured aluminium conductor XLPE insulated pvc sheathed cable as per IS 7098 (Part I) to be laid in between EB pole - Meter Box - M.V. panel

Laying the above cable below GL as per IE rules inside the pumproom or in air

Jointing of the above L.T. cables 3.5 core 120 Sqmm. 1.1 KV grade Armoured Aluminium conductor cable confirming to IS7098 Part I with ISI marking including jointing materials lugs,clamps,etc.,

Supply and delivery of heavy duty 11 KV grade 3.5 x 95 sq.mm-armoured aluminium conductor XLPE insulated pvc sheathed cable as per IS 7098 (Part I) to be laid in between M.V. panel to ATS starter for 40HP HSC

Laying the above cable as per IE rules inside the pumproom

Jointing of the above L.T. cables 3.5 core 95 Sqmm. 1.1 KV grade Armoured Aluminium conductor cable confirming to IS7098 Part I with ISI marking including jointing materials lugs,clamps,etc.,

Supply and delivery of heavy duty 1.1 KV grade 3.5 core x 50sq.mm-armoured aluminium conductor XLPE insulated pvc sheathed cable as per IS 7098 (Part I) to be laid in from ATS starter to motor for 40 HP HSC pumpset

Laying the above cable as per IE rules inside the pumproom upto 95 Sqmm.

Jointing of the above L.T. cables 3.5 core 50 Sqmm. 1.1 KV grade Armoured Aluminium conductor cable confirming to IS1554 Part I with ISI marking including jointing materials lugs,clamps,etc.,

Supply and delivery of heavy duty 11 KV grade 3 x 16 sq.mm-armoured aluminium conductor XLPE insulated pvc sheathed cable as per IS 7098 (Part I) to be laid in from M.V. panel to 18 KVAR capacitor

Laying the above cable as per IE rules inside the pumproom upto 95 Sqmm.

Jointing of the above L.T. cables 3 core 16 Sqmm. 1.1 KV grade Armoured Aluminium conductor cable confirming to IS1554 Part I with ISI marking including jointing materials lugs,clamps,etc.,

Supply, Delivery and Fixing of the following items for obtaining Service Connection from E.B.Pole.

150 mm GI SERVICE PIPE

150mm GI bend

150mm GI Coupling

Providing pump house wiring and lighting arrangements.

Providing pump house lighting wiring using PVC conduit pipes and specials with 2 runs 1.5 sq mm PVC insulated copper wire and 1 run 14 SWG TC wire for earthing for lights, 5 Amps plug points including switch box 5 Amps switch socket, celing rose and consumable suitable for pump house wiring

Supply and fixing LED INDOOR FITTINGS (LIGHT EMITTING DIODE)24W LED 4000K 2 x 2 Square Type Recessed Fitting

Supply and fixing LED OUTDOOR FITTINGS (LIGHT EMITTING DIODE)30W LED Street Light Fitting

15 amps.3 pin flush type wall socket

Supply and delivery of safety appliances as detailed below

Electrical gloves tested to 11 KV /22 KV with wooden box dusted with french chalk powder

Electrical quality 6mm thick rubber mat

5 kg capacity ISI marked Dry chemical powder fire extinguisher

Fire Bucket-3 Nos Hooked to MS stand

Laminated shock treatment chart

Wooden First Aid Box

Rechargeable Emergency lamp( 600mm fluorescent lamp)

Providing the following tools mounted on Teak wood Board to be fixed on the wall and in a teak wood box

Connector Screw Driver 901 Taparia Make or equivalent

200mm Screw Driver 825 Taparia Make or equivalent

200mm Cutting Plier Taparia Make or equivalent

800gm Ball Pane Hammer with Handle Taparia Make

DE Spanner set 6 to 32 Jhalani Make or equivalent

Twin CI Earthing as per IS 3043/1987 and I.E. rules including Earth pit (2 pits) with RCC slab and other civil works complete (above 25 HP to 60 HP)

Labour Charges for erection of Horizontal shaft,centrifugal pumpset (Coupled/Monoblock) in bore well/Open well including fixing of suction pipe and foot valve upto a maximum depth of 7 metres and delivery pipes to the required length with valves, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPIC switches starter, Voltmeter, Ammeter, Capacitor single phasing preventor and laying and jointing the cables and twin earthing as per IE rules including providing bed blocks etc., complete and operating the pumps and trial run for 10 days including signing of completion of reports as required by EB authorities.

40 HP pumpset

Supply and delivery of CI D/F200mm Non return valve as per I.S 5312/2004/ PART I/ 84 PN 1.0 with bye pass arrangements with ISI marking

Supply and delivery of CI D/F 200 mm sluice valve non raising spindle types to pressure rating of 1.6PN to be used in pump houses (Long body/long face to face) confirming to IS

Supply and delivery of CI D/F 250 mm sluice valve non raising spindle types to pressure rating of 1.6PN to be used in pump houses (Long body/long face to face) confirming to IS

Supply and delivery of CI D/F sluice valve with cap wheel as pe IS 14846/2000 PN 1.0 with ISI marking . The rates are inclusive of transportation charges, etc.,

250 mm sluice valve - for 250mm main

Supply and delivery of CI D/F250mm Non return valve as per I.S 5312/2004/ PART I/ 84 PN 1.0 with bye pass arrangements with ISI marking

250mm Non return valve - for 250mm main

Supply and delivery of following CI pipe and spls. IS 1538/1993 , IS 7181/1986 & IS 1537/1996

For suction

upto 250mm CI D/F specials

250x150mm CI D/F Tapper

250mm CI D/F bend

250mm CI Foot valve

Upto 250mm CI D/F pipe

250mmx 1.00m CI D/F pipe

250mm x 2.75m CI D/F pipe

Delivery pipe

upto 200mm CI D/F specials

200 x 200mm CI D/F Tee

200mm x 125mm D/F tapper

200mm CI D/F bend

200mm CI D/F duckfoot Bend

upto 250mm CI D/F specials

200x250mm CI D/F Tapper

upto 200mm CI D/F pipe

200mmx 0.50m CI D/F pipe

200mmx 0.50m CI D/F pipe

200mmx 1.00m CI D/F pipe

200mmx 2m CI D/F pipe

200mmx 2.75m CI D/F pipe

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specification with M.S. bolts and nuts complete (including cost of jointing materials)

200 mm dia C.I/ D.I Double flanged pipes and specials

250 mm dia C.I/ D.I Double flanged pipes and specials

Supply and delivery of Woltman model with removal mechanism water meters of following sizes with Dirt box confirming to IS 2373 with life cycle test certificate from FCRI/NABl Accredited lab.The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position.The meters shall be hydro dynamiacally ,hydrostatically balanced. The runner,runner chamber, pointers of the meter shall be as per ISO 4064 Class B specification.Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates.**** PAYMENTS ONLY MADE AFTER RECEIPT OF TEST CERTIFICATES FOR THE DELIVERED MATERIAL FULFILL ALL THE TEST PARAMETERS

200mm water meter with dirt box

Erection of water meter including earth work excavation, labour charges from cutting and threading, convenyance,welding and hire charges for tools and plants etc complete and as directed by the SIPCOT officers.

200mm water meter with dirt box

Supply and run of 4 x 6 sq.mm. (84 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V on 7 / 20 GI bearer wire for service connection mains

100KVA generator with Auto main failiure (AMF) panel

Construction of Compound wall around Pumping Station

Clearing the scrub jungle as directed by the SIPCOT officers

Earth Work excavation for Foundation in Soft Disintegrated Rock and to full depth as may be directed except in Rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth (other than sand) in layers of 15mm thick, well rammed and consolidated and depositing the surplus earth if any, within the compound in places shown by the "SIPCOT" officiers with all leads and lifts etc. complete complying with standard specification and as directed by SIPCOT Officials

Filling the basement with "M.Sand" available at site (other than sand) in layers of not more than 15cm thick well watering, ramming and consolidation etc. complete complying with standard specifications and as directed by "SIPCOT" officers.

Vibrated Cement concrete in CC 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete complying with standard specification and as directed by SIPCOT officers.

Vibrated Reinforced Cement concrete in 1:2:4 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per standard specification and as directed by SIPCOT officers.

Below GL

Above GL

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Supplying and erecting Shuttering including necessary supports for plane surfaces in "Foundation, Basement and in all Floors" for "RCC Column Footings, Column Pedestals, Grade Beams, Plinth Beams, Templates, Stair Case Steps" and other similar works, which require nominal strutting using 10 BG mild steel angles of suitable size stiffened with mild steel angles for boardings, supported by Tubular steel/ Country wood scantilings/ Casurina props of 10 cm to 13 cm diameter spaced at suitable intervals etc. complete complying with standard specification and as directed by SIPCOT Officials.

Below GL

Above GL

Brick work in cement mortar 1:5 (One cement and three sand) using Ground moulded chamber burnt bricks of size 9" x 4 3/8" x 2 3/4", and including curing etc., complete complying with standard specification and as directed by SIPCOT Officers.

Brick work in cement mortar 1:3 (One cement and three sand) - 115 mm thick, using Ground moulded chamber burnt bricks of size 9" x 4 3/8" x 2 3/4", and including curing etc., complete complying with standard specification and as directed by SIPCOT Officers.

Plastering with Cement mortor 1:5, 12mm thick including cost of all materials, Labour charges, curing etc., complete complying with standard specification and as directed by SIPCOT officers.

Plastering with Cement mortor 1:3, 12mm thick including cost of all materials, Labour charges, curing etc., complete complying with standard specification and as directed by SIPCOT officers.

Supply and Fixing of 65mm x 65mm x6mm MS angle 0.75m length etc complete complying with standard specification and as directed by SIPCOT Officials.

Supplying and Fixing of GI Barbed wire Fencing 10 Gauge and 2 Ply four pronged to the RCC pillar post including cost of Barbed wire with required length.The fencing should be tied with Galvanized binding wire ., includes cost and conveyance of barbed wire to work site etc complete as directed by the SIPCOT officials.

Supplying and Fixing Mild Steel Ornamental Gate made to the design approved by "SIPCOT" Officers and fixing, cutting chases in the concrete/ Masonry to the extent required using power drill and making good the disturbed portion to original condition, including applying one coat of Red Oxide/ Yellow Zinc Chromate Primer to the grill etc.complete complying with standard specification and as directed by SIPCOT Officials.

Painting to grill with two coats of Enamel painting etc. complete and as directed by SIPCOT Officials

Painting two coats using Best approved quality water Emulsion paints for Exterior surfaces of building over one coat of primer including preparation of surface with putty wherever necessary etc. complete complying with standard specification and as directed by the "SIPCOT" officers.

Construction of Box Culvert - 2 Nos.

Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers.

Supplying and Filling with M-Sand to the required thickness including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges for Bedding to Blocks. etc., complete as per the standard specification and as directed by the SIPCOT Officers.

Vibrated Cement concrete in CC 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete complying with standard specification and as directed by SIPCOT officers.

Vibrated Reinforced Cement concrete in 1:11/2:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per standard specification and as directed by SIPCOT officers.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., Complete complying with standard specification and as directed by SIPCOT Officers.

For Plane surfaces

For vertical surfaces

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)

Added GST of 18%

KCP INFRA LIMITED

P AND C PROJECTS PRIVATE LIMITED

RPP INFRA PROJECTS LIMITED