Creation of Infrastructure Facilities Viz Formation of Internal Roads with side drain, culverts and providing Water supply distribution pipe line at SIPCOT Industrial Park, Manaparai Phase-I, (Zone-II) and Phase-II

Amount

Road Work (Part-A)

Removing the top soil including Earth Work Excavation in all classes of soils, removal of weeds and vegetation, roots etc., and depositing in the places shown by the Engineer incharge etc., complete and as per the standard specification and as per the direction of SIPCOT officials.

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.

Supplying and Filling with Quarry Dust to the required thickness of 100 mm 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 etc., complete complying with standard specification and as directed by SIPCOT Officers. Bedding to Blocks.

Forming Embankment by conveying earth from borrowed area outside the complete with a lead of 10km having CBR value not less then 7% 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 200 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 sub grade 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 engineer-in-charge and finishing the embankment at 97% 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 as per MORTH standard specification for road embankment with a lead of 5KM.

Construction of Sub Grade with approved material to the required compacted thickness as per Table 300 - 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. and for road embankment whith lead of 10km.

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 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 etc., complete as per clause 406 of MORTH Rev.-5 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 etc.complete 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 as per clause 503 of MORT & H specifications.

Providing and laying to 75mm thickness Dense Bituminous Macadam using 0.24 cum of 26.50 -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/VG40 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 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

Providing and laying40mm 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, conveyin 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 80-100 km 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.,

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.

Disposal Of Excavated earth with lead of 3km including conveyance and all labours as directed by sipcot officers

Construction of RCC Side Drain (Part B)

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B for culvert with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary of excavated earth in low lying areas with a lead of 1 km of places as shown by the SIPCOT Officers etc complete complying with standard specification and as directed by SIPCOT Officers.

0-2m depth

Gravel Filling - Supply and filling in foundation basement etc with filliing gravel in layers of not more than 15cm thick well watering, rammed and consolidated etc.complete complying with standard specification and as directed by sipcot officers.

Supplying and Filling with Quarry Dust to a thickness of 100mm, 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.

Providing Plain Cement Concrete 1:4:8(One cement, four sand and eight 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).

Providing form work for sides & soffits of all RCC work including strutting 3 meter high using mild steel sheets BG 10 gauge of size 90 Cm x 60 Cm stiffened with mild steel angles of size 25 mm x 25 mm x 3 mm laid over silver oak (Country wood) joists of size 10 Cm x 5.5 Cm spaced at about 90cm center to center and supported by casurina props of size 10 Cm to 13 Cm dia spaced at about 75 Cm center to center etc., complete complying with standard spacification and as directed by SIPCOT Officers for vertical surface below plinth

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 cement content of 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) 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 extra, etc., complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).

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.

Plain Cement concrete in 1:2:4 (one cement, two M-sand and four HBG jelly) 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.

Supply, delivery and laying of 110mm dia HDPE pipe for providing weep holes in drain including cost and conveyance of pipes and labour charges for laying and making the surface in good etc complete at 30cm intervals in 2 rows each side of drain walls etc.

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.

Manufacturing , supplying and fixing in position of RCC Jally of 75mm Thick in cement concrete 1:2:4 using 20mm machine crushed stone jelly ( excluding cost of reinforcement steel) including cost of mould , finishing , curing , lifting , fixing in position etc., complete complying with standard specification and as directd by SIPCOT Officers

Painting two coat 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 through scrapping ,clean removal of dirt, and including necessary plaster of paris putty,wherever requires etc., complete complying with standard specification and as directd by SIPCOT Officers

Construction of RCC Box Culvert.(Part C)

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B for culvert with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary of excavated earth in low lying areas with a lead of 1 km of places as shown by the SIPCOT Officers etc complete complying with standard specification and as directed by SIPCOT Officers.

0-2m depth

2m -3m depth

Supplying and Filling with Quarry Dust to the required thickness of 150mm, 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.

Providing Plain Cement Concrete 1:4:8(One cement, four sand and eight 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).

Providing form work for sides & soffits of all RCC work including strutting 3 meter high using mild steel sheets BG 10 gauge of size 90 Cm x 60 Cm stiffened with mild steel angles of size 25 mm x 25 mm x 3 mm laid over silver oak (Country wood) joists of size 10 Cm x 5.5 Cm spaced at about 90cm center to center and supported by casurina props of size 10 Cm to 13 Cm dia spaced at about 75 Cm center to center etc., complete complying with standard specification and as directed by SIPCOT Officers

Plane Surface Below plinth

Vertical Surface Below plinth

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 cement content of 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) 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 extra, 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. (No separate payment will be made by the Department for the excess usage of materials).

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.

Supply and Fixing of 63 mm dia PVC pipe - 6 Kg/sq.cm - Finolex or equalant or any ISI monogram, including labour charges for laying and fixing the PVC pipes with solvent jointing as per standard practice etc., including cost and conveyance of all materials to site, all opertaional and 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.

Providing Water Supply Distribution Line.(Part E)

Earth work excavation in Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B 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 etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Supplying and filling in foundation and basement with filling crushed stone dust in layer of not more than 150 mm thickwell rammed watered and consolidated etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the SIPCOT officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Supply and delivery of Cenrtifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths for Push-On -Joint ( Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating., complete complying with standard specifications and as directed by SIPCOT Officers.

200 mm dia D.I Pipes

100 mm dia D.I Pipes

Supply & Delivery of Centrifugal Cast (spun) Ductile Iron fittings conforming to IS: 9523/2000 having dimensions as per BIS, with zinc coating externally and inside mortar lining (with finishing as per clause 13/IS9523/2000) including transportation to site of work. complying with standard specifications and as directed by SIPCOT Officers.

100mm - 90 Degree bend D/S

100mm - 45 Degree bend D/S

100mm - 22.5 Degree bend D/S

100mm - 11.25 Degree bend D/S

200mm - 45 Degree bend D/S

200mm - 22.5 Degree bend D/S

200mm - 11.25 Degree bend D/S

100 x 100mm - D/S Tee with Flange

200 x 200 mm D/S Tee with Flange

200 x 100 mm D/S Tee with Flange

200 x 100mm - D/S reducer

100End cap

Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment etc., complete complying with standard specifications and as directed by SIPCOT Officers.

200mm Dia

100mm Dia

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) for depth upto 2m. etc., complete complying with standard specifications and as directed by SIPCOT Officers.

200mm Dia

100mm Dia

Testing of M.S. / C.I. / D.I / P.V.C. / H.D.P.E / pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc.,complete for the following diametres of pipes. etc., complete complying with standard specifications and as directed by SIPCOT Officers.

200mm Dia

100mm Dia

Supplying and laying of 300 mm dia. RCC non pressure spun pipes with socket and spigot ends - NP 3 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.

Lowering RCC pipes and specials into the trenches and laying to proper grade and alignment etc complete complying with standard specification and as directed by SIPCOT Officers.

Jointing RCC pipes with cement using necessary collars including the cost of jointing materials.etc complete complying with standard specification and as directed by SIPCOT Officers.

Supply, Delivery and fixing of following sizes of Sluice valves as per standard specification including necessary pipies,specials and other joining materials etc. complete comnplying with standard specifications. CI D/F SLUICE VALVE WITH CAP/WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING

Sluice Valve

200mm dia valve

100mm dia valve

Scour Valve

200mm dia valve

100mm dia valve

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete. C.I. DOUBLE AIR VALVE AS PER ISI 14845/2000 etc., complete complying with standard specifications and as directed by SIPCOT Officers.

100mm Air valve

200mm Air valve

Construction of Brick valve chambers for Sluice valves & Sluice Valve including cost and conveyance of all materials, labour charges including seignorage charges etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Sluice Valve

200mm dia valve

100mm dia valve

Scour Valve

200mm dia valve

100mm dia valve

Air Valve

100mm dia valve

200mm dia valve

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

Added GST of 18%

SUN CONSTRUCTIONS (BID ID -1188701)

ANNAI INFRA DEVELOPERS LIMITED (BID ID -1165771)

RPP INFRA PROJECTS LIMITED (BID ID -1187910)

SAI HRIDHAM INFRAA LIMITED (BID ID -1186116)

A Ramanathan and Co (BID ID -1187868)