Creation of Internal Infrastructure Facilities such as Formation of internal road, Construction of RCC side drain and Construction of RCC culvert Phase-I in Multi Park Theni

Amount

Road Work (Part-A)

Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B) complete and as per the standard specification and as per the direction of SIPCOT Officers.

Supplying and laying of 300 mm dia. RCC non pressure spun pipes with socket and spigot ends - NP 2 class as per IS 458/2003 manufactured with sulphate resistance cement with 12mm Hi - alumina lining with rubber rings including labour charges for laying at proper levels and locations, transportation cost, jointing materials etc complete complying with standard specification and as directed by SIPCOT Officers.

Forming the embankment with Excavated earth at site including conveyance, laying, watering and consolidation etc., Complete as directed by SIPCOT Officers as per MORTH Specification clause No.111, 112, 305, 900.

Disposal of surplus earth including loading and conveyance within a distance of 2 km (basic cost of earth is zero) including loading charges and Conveyance Charges of 2 km distance. etc. complete complying with standard specification and as directed by SIPCOT Officers.

Construction of Granular Sub - Base (GSB) to the required 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 including 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 including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers.

Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 230mm compacted thickness specification in two layers of 115mm 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 etc., complete complying with standard specification and as directed by SIPCOT Officers..as per clause 406 of MORTH Rev.-5.

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 etc. complete complying with standard specification and as directed by SIPCOT Officers.. as per clause 502 of MORT & H specifications.

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 etc. complete complying with standard specification and as directed by SIPCOT officers. as per clause 503 of MORT & H specifications.

Providing and laying to 50mm thickness Dense Bituminous Macadam using 0.24 cum of 37.50-13.20 mm IRC size graded metal 0.25 cum of 13.20 - 2.36mm IRC graded metal and 0.23 cum of 2.36mm and below IRC size HBG metal with 53.20 kg of VG30 bitumen for premixing for 10 Sq.meter including cost and conveyance of all materials to CMP site 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 hoti 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 50mm 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 ttrucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller, and al other tools & plants required including fuel and all other incidental charges etc., complete asper specification using CMP as per clause 505 MORTH REV. V Specification and as per directed SIPCOT Officers.

Providing and laying Tack coat over Bituminous surface using 2.00 Kg bitumen emulsion (RSI) 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 etc.complete as per clause 503 of MORT & H specifications.etc., complete complying with standard specification and as directed by SIPCOT officers.

Providing and laying 30/40mm 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 of bitumen grade VG 30/VG40 confirming 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-V 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 40mm with mechanical paver to the specified grades and cross sections and consolidation 8-10 Tonne vibratory/Pneumatic road roller to the required density etc.,includinglabour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., complete complying with 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 the standard specificaiton. and as directed by SIPCOT Officers..(Payment for centering shall be given after the concrete is laid) below plinth vertical surface

Plain Cement concrete 1:2:4 (One Cement, Two sand and Four hard Broken stone jelly) using 20mm 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 bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supplying and filling Gravel in layers of not more than 15 cm thick 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 etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supplying and filling stone dust in layers of not more than 15 cm thick 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 etc., complete complying with standard specification and as directed by SIPCOT Officers.

Providing and Laying Rubber Moulded Hydraulic Pressed Paver Block of 63mm thick approved design made out of 12mm and 6mm HBGS chips in M30 mix properly cured to attain the required strength, Laying and interlocking block and well compacted using 1-3 ton capacity compressor, the cost inclusive of all materials for manufacturing, interlocking block loading transportation to work site unloading and labour charges for fixing over Sand bed of 30mm thick & Joints filling using compressor of 1-3 ton capacity including hire and fuel charges for compressor and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officers.

Painting two coats of black and white bands alternatively each coat separately using black and white enamel paints of approved quality including cost and conveyance of paint, painting articles and utencils, labour charges etc., Complete complying with standard specification and as directed by SIPCOT Officers.

Construction of RCC Side Drain (Part B)

Earth work excavation for foundation 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 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..

Disposal of surplus earth including loading and conveyance within a distance of 2 km (basic cost of earth is zero) including loading charges and Conveyance Charges of 2 km distance. etc. complete complying with standard specification and as directed by SIPCOT Officers.

Supplying and filling of Quarry dust to a thickness of 100 mm including cost and conveyance of sand to work site including labour charges for spreading etc., complete for bottom of culvert as per standard specification and as directed by SIPCOT Officials.

Providing Plain Cement Concrete 1:4:8 (One cement, four sand and eight hard broken stone Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting, curing with all leads of soft potable water with standard specifications and as directed by SIPCOT Officers.. (in all heights and all depths).

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 the standard specificaiton. and as directed by SIPCOT Officers.(Payment for centering shall be given after the concrete is laid)

Plane Surface below plinth

Vertical Surface below plinth

Cement Concrete 1:1-1/2:3 (One Cement, One and a half sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification.and as directed by SIPCOT Officers. (Contractor has to make his own arrangements for the supply of steel and binding wire)

Supply, delivery and laying of 90mm dia pvc pipe for providing holes in drain including cost and conveyance of pipes and labour charges for laying and making the surface in good etc complete at 3 m intervals complete complying with standard specification.and as directed by SIPCOT Officers.

Supply, delivery and laying of 110mm dia pvc pipe for providing holes in drain including cost and conveyance of pipes and labour charges for laying and making the surface in good etc., Complete complying with standard specification and as directed by SIPCOT Officers.. complete at 10 m intervals.

RCC Precast jally. Providing and fixing of pre cast RCC jali of M- 10 Grade , 75 mm thick of required size , pattern ,design and colour cast - in-situ.Cement concrete M 20 etc., complete complying with standard specification and as directed by SIPCOT Officers..

Painting two coats of newly plastered wall surface with ready mixed plastic exterior 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.

Construction of RCC Box Culvert.(Part C)

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 SIPCOT officers and clearing and levelling the site, etc., complete complying with standard specification.and as directed by SIPCOT Officers.

Depth 0 m to 2 m

Disposal of surplus earth including loading and conveyance within a distance of 2 km (basic cost of earth is zero) including loading charges and Conveyance Charges of 2 kms distance etc. complete complying with standard specification and as directed by SIPCOT Officers.

Supplying and filling in foundation and basement with filling Crushed stone dust in layers of not more than 15 cm thick well rammed watered and consolidated complying with standard specification and as directed by SIPCOT Officers.

Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification and as directed by SIPCOT Officers.

providig laying of M-30 Cement Concrete using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by SIPCOT Officers.

For Foundation and Basement.

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) and as directed by SIPCOT Officers.

Vertical Surface below plinth beam

Plane Surface below plinth beam

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) and as directed by SIPCOT officers

Supply and fixing of PVC pipe 90 mm dia (4 kg. per cm2) including cost of materials and labour charges for fixing etc., Complete complying with standard specification and as directed by SIPCOT officers.

90mm PVC -4 Kg/cm2 pipes:

Painting two coats of black and white bands alternatively each coat separately using black and white enamel paints of approved quality including cost and conveyance of paint, painting articles and utencils, labour 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%

KMC Associates, Theni (BID ID -1245992)

vignesshandco (BID ID -1247264)

M/s. Sindu Muruga Constructions Pvt. Ltd., (BID ID -1247118)

RPP INFRA PROJECTS LIMITED (BID ID -1247585)

RSK CONSTRUCTION AND PROJECTS (BID ID -1247255)

Arasu Hi Tech Infra Private Limited (BID ID -1247708)