State Industries Promotion Corporation Of Tamil Nadu Limited Tender
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State Industries Promotion Corporation Of Tamil Nadu Limited - SIPCOT Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date13 Mar 2024
Closing Date27 Mar 2024
Tender Amount₹ 9,81,83,000
Costs
EMD
₹ 5,01,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SIPCT_447999_1Bid Award Id
ViewTender No
NIT.No.63/CD/T.No.63/2023-24Tender Authority
State Industries Promotion Corporation Of Tamil Nadu Limited ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Cutting tree including removal of stumps,dressing the ground,transporting the same and stacking properly ,complete as per tech. Spec. Cl.201 etc., complete complying with standard specification and as directed by SIPCOT officers.
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Girth 300mm
20
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Earth Work
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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.
3000
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Forming embankment using excavated earth 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 95% 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 chargesetc., complete complying with standard specification and as directed by SIPCOT officers.(Forming Embankment at 95% Compaction)
1450
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Pavement
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Forming Embankment using carted earth with a initial lead 10Km having minimum CBR value of 10% 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 500 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 97% proctor density for the soil 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 as per MORTH specification and etc., complete complying with standard specification and as directed by SIPCOT officers.
8650
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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, as per clause 401 of MORTH Rev.-5 etc., complete complying with standard specification and as directed by SIPCOT officers.
3460
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Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 230mm compacted thickness specification in two layers of 115 mm 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 etc., complete complying with standard specification and as directed by SIPCOT officers.
2850
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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. etc., complete Complaying with standard specification and as directed by SIPCOT Officers.
12600
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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.
12600
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Providing and laying to 75 mm thickness Dense Bituminous macadam using 0.40 cum of 37.50 -13.20 mm IRC size graded metal 0.4 cum of 13.20 - 2.36mm IRC graded metal and 0.35 cum of 2.36mm and below IRC size HBG metal with 71.30 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 75 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 ttrucks, 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. V Specification etc., complete complying with standard specification and as directed by SIPCOT officers.
750
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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.
12300
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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 kg of bitumen grade VG 30 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 and aggregates 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 8-10 Tonne 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 etc., including hire, fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finisher /Vibratory and all other tools and plants requried, including fuel and all other incidental charges etc., complete as per specification using CMPP as per clause 507 OF MORTH REV. specification etc., complete complying with standard specification and as directed by SIPCOT officers.
500
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Filling with excavated earth available at site in the median of road etc., complete complying with standard specification and as directed by SIPCOT officers.
8
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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.
4400
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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.
610
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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.
450
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Construction of Storm Water Drain
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Supply, delivery and laying of PVC 110mm OD 6kg/cm2 for providing weep holes in drains 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., complete complying with standard specification and as directed by SIPCOT officers.
1850
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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.
380
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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.
380
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Providing and laying in position, standardised concrete Mix M-25 Grade in accordance using 20mm with IS:456-2000, 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 etc., complete complying with standard specification and as directed by SIPCOT officers. (No separate payment will be made by the Department for the excess usage of materials)
900
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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 400 kg/mᶾ and maximum water cement ratio of 0.45, 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., 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 etc., complete complying with standard specifications and as directed by SIPCOT Officers.
4
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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 complying with standard specification and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid)
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For vertical surfaces
11470
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For plane surfaces
10
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Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods of all sizes of reinforcement for all Reinforced cement concrete works (for pedestal pillar concrete) including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straightening, cutting, fabricating, tying, lifting, placing in position, overlaping to the required length whereever necessary cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.
725
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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.
770
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Providing and laying Centreline/Edgeline marking with white hot applied thermoplastic compound 100 mm wide of high quality 2.5mm thick including reflectorising glass beads 250 grms 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.
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Lane/centre line/edge line/ transverse marking and any other markings.
420
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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.
260
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Supply and fixing of Precast RCC 1:2:4 jally including cost of centering, steel fabrication RCC 1:2:4 by using designed mould as directed by the SIPCOT Officers, curing, fixing in the side wall of drain to the true alignment, cost and conveyance of all labour charges and materials etc., complete complying with standard specifications and as directed by SIPCOT Officers.
1770
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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.
260
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Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / methyl methercrylate/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-D0.111 dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm 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+/- 2 mm) 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 SIPCOT Officer. 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 specification and as directed by SIPCOT officers.
900
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Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29M height for plane surfacess detailed belowinall floors with all cross bracings using Mild Steel sheets of size 90x60cm and 10BG stiffened with welded Mild Steel angle ofsize 25mmx25mmx3mm for boarding laid over silveroak joists of size 10cmx6.50cm spaced at abote 90cm centre to centre and supported by casurinaprops of 10cm to 13cm dia spaced at not more than 75cm centre to centre etc., complete complying with standard specification and as directed by SIPCOT Officers.(Payment for centerings hall be given after the concrete is laid)
2360
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Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type Xl standards of IRC67 - 20 12 and ASTMD4956 — 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size l200mm x l200mm x 25mm and MS Top plate of size 900rnm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x 130 are to be used. Anchor bolts of dimension 25mm dia and l000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co- efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 — 2012.The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 280 1 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-20 12 (As per MoRT&H specification No.80 l}.Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work etc., complete complying with standard specification and as directed by SIPCOT officers.
2
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Construction of RCC Box Culvert
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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.
325
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Supplying and filling of compacted Earth to a thickness of 500 mm including cost and conveyance of earth to work site including labour charges for spreading, consolidation by watering etc., complete complying with standard specification and as directed by SIPCOT officers.
80
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Supplying and filling in foundation with stone dust in layers of not more than 15 cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by SIPCOT officers.
16
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Plain Cement Concrete 1:4:8 (One cement, Four M.sand and eight aggregate) using 40mm size Hard broken granite stone jelly for foundation, flooring bed, dummy columns, mudmat below column footings, Grade beams etc. laid in layers not exceeding 15cm thick including cost and conveyance of all materials and labour to work site, mixing of concrete, laying, compacting, curing with all leads for soft potable water, hire and fuel charges for all tools and plants including all other incidental charges such as bailing out water for forming protective bunds, coffer dams and shoring, strutting etc. complete complying with standard specifications and as directed by "SIPCOT" officers.
23
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Plain Cement Concrete 1:2:4 (One cement, Two M.sand and Four aggregate) using 40mm size Hard broken granite stone jelly for foundation, flooring bed, dummy columns, mudmat below column footings, Grade beams etc. laid in layers not exceeding 15cm thick including cost and conveyance of all materials and labour to work site, mixing of concrete, laying, compacting, curing with all leads for soft potable water, hire and fuel charges for all tools and plants including all other incidental charges such as bailing out water for forming protective bunds, coffer dams and shoring, strutting etc. complete complying with standard specifications and as directed by "SIPCOT" officers.
70
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Providing and laying in position, Standardised Concrete Mix M-35 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 400 kg/mᶾ and maximum water cement ratio of 0.45, 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., 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 etc., complete complying with standard specifications and as directed by SIPCOT Officers.
112
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Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods of all sizes of reinforcement for all Reinforced cement concrete works (for pedestal pillar concrete) including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straightening, cutting, fabricating, tying, lifting, placing in position, overlaping to the required length whereever necessary cover blocks and all other incidental charges etc., complete complying with standard specifications and as directed by SIPCOT Officers.
130
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Supplying and fitting of Filter media behind side walls of box including all Material, labour, equipment carriage etc. all complete as per drawing and Technical Specification Clauses 305, 309 & 2504 etc., complete complying with standard specifications and as directed by SIPCOT Officers..
110
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Providing 100 dia. weep holes in side walls as per drawing and Technical Specification Clause 2706 etc., complete complying with standard specifications and as directed by SIPCOT Officers.
40
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Providing of 300mm thk Stone pitching for Revetment as per drawing and Technical Specification Clauses 305, 309 & 2504 etc., complete complying with standard specifications and as directed by SIPCOT Officers..
17
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Providing of Stone boulder Flexible apron of 750 mm thick complete as per drawings and Technical Specification Clause 2507 etc., complete complying with standard specifications and as directed by SIPCOT Officers.
130
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Providing of 150 thk. Flat Stone (Rigid flooring) Apron embedded in 300 thk concrete (M15) etc., complete complying with standard specifications and as directed by SIPCOT Officers.
10
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Providing of 150mm thk. Filter material underneath stone pitching on slopes complete as per drawing and Technical Specification Section 2500 and as directed by "SIPCOT" officers.
10
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Supplying and providing of 65mm thk. Wearing coat over box culvert etc., complete complying with standard specifications and as directed by SIPCOT Officers.
290
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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 about 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.
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Plane Surface below plinth beam
325
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Vertical Surface
420
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Providing Street light arrangement
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Supply, installation, testing and commissioning of 140 W LED street lights. Housing made of die cast aluminium with silver/grey powder coated, diffuser should be clear heat resistance toughened glass and IK08 with IP66 protection, system efficiency should be 120 LM/W, system having 5KVA surge, operating voltage range of 120V - 270 V AC and frequency 50 HZ, power factor, 0.95,THD 10%, LED chip should be high power and each LED should be 2Watts, each LED with induvidual lens, LED life 50000 burning hours as per L70, CCT Range 5000K-6000K, CRI70 and make of LED CREE/ OSRAM/NICHIA, LM 79 tested and driver should be potted type Constant current LED driver with 4KV Inbuilt Surge, Driver Efficiency 85%, driver having high voltage, short circuit protection and driver should be with BIS certified with R number. The fixture shall be conforming to latest indian standards or international standards. LEDs comply to the photo biological safety standards as per IEC62471 and RoHS. and as directed by SIPCOT officers.
37
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Supply, delivery and erection of 10 metre height Hot Dip Galvanized Octogonal Poles with 150 mm bottom A/F & 70 mm top A/F made upto of 3 mm thick HT sheet along with base plate of size 300 x 300 x 16 mm along with 1000 mm long Double/Single arm braket made up of 40 NB GI Pipe, Backeite sheet connectors for fixing of street light fittings including 4 Numbers of M20 mm dia. MS " J "bolts of size 750 mm long top - EN8 grade foundation bolts along with Template for the above poles & Terminals suitable for the same etc., complete complying with standard specifications and as directed by SIPCOT Officers.
37
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Supply , installation testing and commissioning of outdoor type external CCMS panel for monitoring and controlling a group of minimum 30 lights from web application itself with two incommers for loop in and loop out topology, GPRS, Timer, Energy measurement systems and switching controllers 12KVA rated to feed a minimum of 30 luminaires for group control of luminaire complete complying with standard specifications. Feeder Pillar Enclosure Dimensions 1200x900x300mm ,The pillar to be erected with suitable angle iron frame pedestal with concrete grouting etc. Incoming MCCB TPN 125A, 25KA – 2nos,63A, 25KA – 1nos,Outgoing MCB TPN 16A, 10KA – 5nos, spare MCB TPN 32A, 10KA - 2nos, 3 Phase Digital Energy Meter (EM6400), Current Transformers 100/5A - 3nos, Power Contactor 1P, 32A – 3nos, Control Circuit MCB TPN, 6A, 10KA , Phase Indicator R, Y, B, A/M Selection Switch, Bus Bar 200A, 12V/7Ah rechargeable as battery back up, Space for Optical media converter and Smart RTU Device.and as directed by SIPCOT officers.
2
-
-
... More
Supply of 3 ½ x 25 Sqmm XLPE insulated PVC sheathed, outersheath FRLS, Aluminium conductor armoured power cable of 1.1 KV grade conforming to IS standards amended upto date and as per specifications.and as directed by SIPCOT officers.
1295
-
-
... More
Laying of 3 ½ x 25 Sqm PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the RCC/ HUME/ METAL pipe as required. and as directed by SIPCOT officers.
1295
-
-
... More
Fabrication, supply and installation of out door distribuion Pillar box of size 1250 mm x 900mm X 300mm made out of 16 SWG MS sheet steel with lockable door with 1 no.100 A TPN rewirable fuse switch and 32 A 4 way fuse DB with 12 Nos.63A porcelian fuse cut-outs with 1No. copper earth link and neutral link and 1 No. of 63 A TP Contactor with 230 V Coil and 1 No. of 24 Hourse Timer of L&T make or equialent with its control wiring, power interconnection with 7/16 copper wire from main switch to contactor and contactor to fuse DB etc., complete. The piller painted with one coat of red-oxide and 2 coats of aluminium finish as reqired by TNEB etc., The pillar to be installed in angle iorn frame pedestal with concrete grouting etc., including cost and conveyance of all meterials and labour including pedestal concrete and angle iorn frame pedestal etc., complete and as directed by SIPCOT Officials.
-
-
-
... More
For TNEB service connection distribution pillar box
2
-
-
... More
Supply and laying of 3 1/2 x 50 sq.mm PVC armoured LTUG cable with ISI mark in a tranch to be excavated at a depth of 1m, putting 0.30 m layer of quarry dyust and covering three sides of the cable with bricks completely and refilling the earth to make good and as per standard specification. The price shall be inclusive of all end termination, aluninium conductor, jointing as required at the site with necessary joionting materials, charges for transportation, stretching and laying of the cable, earth work excavation, cost and conveyance and providing quarry dust, bricks refilling of earth to make good etc., complete. Necessary cable brackets shall also be taken into account for the cables to be brougth into the feeder pillar and lighting cubicle as per ISI 1554 (Pt.I) etc., complete and as directed by the SIPCOT Officials.
-
-
-
... More
EB Service pole to Service pillar
200
-
-
... More
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.and as directed by SIPCOT officers.
-
-
-
... More
3 ½ X 25 sq. mm (28mm)
74
-
-
... More
Web application charges per luminaire & on cloud hosting (annual subscription)and as directed by SIPCOT officers.
37
-
-
... More
Coil earth to Street light poles with 8 SWG GI wire of 11.50 mtrs. Of length in which 10 mtrs of total length compressed into coil of one metre length connected suitable with hexagonal earth bolt of Size 8 mm x into 25mm welded on the pole at one end with a coil position fixed on the earth etc., completed as per statndard specification and as directed by SIPCOT officers.
37
-
-
... More
Supply and insallation maintenance free GI Earthing System comprising of 50mm dia and 2 mtr. long earth electrode of low carbon steel rod with 100 micron bonding and 25 kgs. of carbon based environment friendly backfill compound and suitable clamp and as directed by SIPCOT officers.
4
-
-
... More
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) and as directed by SIPCOT officers.
10
-
-
... More
Supply, delivery and laying of 90mm dia HDPE Pipes including cost and laying charges into trenches etc., completed as per statndard specification and as directed by SIPCOT officers.
1110
-
-
... More
Foundation for Streetlight
-
-
-
... More
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.
35
-
-
... More
Supplying and filling in foundation, basement, etc with filling stone dust 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.
2
-
-
... More
Plain Cement Concrete 1:2:4 (One cement, Two M.sand and Four aggregate) using 40mm size Hard broken granite stone jelly for foundation, flooring bed, dummy columns, mudmat below column footings, Grade beams etc. laid in layers not exceeding 15cm thick including cost and conveyance of all materials and labour to work site, mixing of concrete, laying, compacting, curing with all leads for soft potable water, hire and fuel charges for all tools and plants including all other incidental charges such as bailing out water for forming protective bunds, coffer dams and shoring, strutting etc. complete complying with standard specifications and as directed by "SIPCOT" officers.
2
-
-
... More
Providing and laying in position, standardised concrete Mix M-25 Grade in accordance using 20mm with IS:456-2000, and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglms 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 and as directed by SIPCOT officers. (No separate payment will be made by the Department for the excess usage of materials)
20
-
-
... More
Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods of all sizes of reinforcement for all Reinforced cement concrete works (for pedestal pillar concrete) including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straightening, cutting, fabricating, tying, lifting, placing in position, overlaping to the required length whereever necessary cover blocks and all other incidental charges etc., complete complying with standard specifications and as directed by SIPCOT Officers.
20
-
-
... More
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. (Payment for centering shall be given after the concrete is laid) etc., complete complying with standard specification and as directed by SIPCOT Officers.
-
-
-
... More
For vertical surface without Strutting
125
-
-
... More
Supplying and laying of 63mm dia DWC HDPE pipe ISI marked along with allaccessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete complying with standard specification and as directed by SIPCOT Officers.
70
-
-
... More
Hight mast Light 12.50 M
-
-
-
... More
Supply of 12.50 meter high mast for wind velocity 160kmph, having individual length of 6.5meters, 3mm thick bottom and top section, bottom diameter 300mm and top 150mm, having galvanizing thickness of average 70 micron for bottom and top sections, with accessories like motor, double drum winch of gear ratio 50:1 trailing cable 5 core 2.5 sq.mm, 6mm SS wire rope, head frame, lantern ring, lighting final suitable for 6Nos 300W Flood light but without Flood light rate.and as directed by SIPCOT officers.
2
-
-
... More
Supply of foundation bolt of M24 size having length 750mm 6Nos bolt per mast, made of TOR steel having galvanized on the threaded portion top portion of the bolt, as per technical data sheet and as directed by SIPCOT officers.
12
-
-
... More
Supply and fixing of 300 W LED Flood light fitting with innovative thermal management with multiple optics and equipped with IP 66 protection with 5 years warranty 6 nos per mast and as directed by SIPCOT officers.
12
-
-
... More
Erection of high mast with help of crane and hydra, wiring of light fittings PVC sheathed wiring and other charges and as directed by SIPCOT officers.
2
-
-
... More
Supply of TWIN dome LED dome aviation obstruction lights with two LED lamps of approved make etc., complete complying with standard specification and as directed by SIPCOT officers.
2
-
-
... More
Supply , installation testing and commissioning of outdoor type external CCMS panel for monitoring and controlling a group of minimum 30 lights from web application itself with two incommers for loop in and loop out topology, GPRS, Timer, Energy measurement systems and switching controllers 12KVA rated to feed a minimum of 30 luminaires for group control of luminaire complete complying with standard specifications. Feeder Pillar Enclosure Dimensions 1200x900x300mm ,The pillar to be erected with suitable angle iron frame pedestal with concrete grouting etc. Incoming MCCB TPN 125A, 25KA – 2nos,63A, 25KA – 1nos,Outgoing MCB TPN 16A, 10KA – 5nos, spare MCB TPN 32A, 10KA - 2nos, 3 Phase Digital Energy Meter (EM6400), Current Transformers 100/5A - 3nos, Power Contactor 1P, 32A – 3nos, Control Circuit MCB TPN, 6A, 10KA , Phase Indicator R, Y, B, A/M Selection Switch, Bus Bar 200A, 12V/7Ah rechargeable as battery back up, Space for Optical media converter and Smart RTU Device.and as directed by SIPCOT officers.
2
-
-
... More
Supply of 3 1/2 x 25 Sqmm XLPE insulated PVC sheathed, outersheath FRLS, Aluminium conductor armoured power cable of 1.1 KV grade conforming to IS standards amended upto date and as per specifications and as directed by SIPCOT officers.
100
-
-
... More
Laying of 3 1/2 x 25 Sqmm PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the RCC/ HUME/ METAL pipe as required and as directed by SIPCOT officers.
100
-
-
... More
Fabrication, supply and installation of out door distribuion Pillar box of size 1250 mm x 900mm X 300mm made out of 16 SWG MS sheet steel with lockable door with 1 no.100 A TPN rewirable fuse switch and 32 A 4 way fuse DB with 12 Nos.63A porcelian fuse cut-outs with 1No. copper earth link and neutral link and 1 No. of 63 A TP Contactor with 230 V Coil and 1 No. of 24 Hourse Timer of L&T make or equialent with its control wiring, power interconnection with 7/16 copper wire from main switch to contactor and contactor to fuse DB etc., complete. The piller painted with one coat of red-oxide and 2 coats of aluminium finish as reqired by TNEB etc., The pillar to be installed in angle iorn frame pedestal with concrete grouting etc., including cost and conveyance of all meterials and labour including pedestal concrete and angle iorn frame pedestal etc., complete and as directed by SIPCOT Officials.
-
-
-
... More
For TNEB service connection distribution pillar box
2
-
-
... More
Supply and laying of 3 1/2 x 50 sq.mm PVC armoured LTUG cable with ISI mark in a tranch to be excavated at a depth of 1m, putting 0.30 m layer of quarry dyust and covering three sides of the cable with bricks completely and refilling the earth to make good and as per standard specification. The price shall be inclusive of all end termination, aluninium conductor, jointing as required at the site with necessary joionting materials, charges for transportation, stretching and laying of the cable, earth work excavation, cost and conveyance and providing quarry dust, bricks refilling of earth to make good etc., complete. Necessary cable brackets shall also be taken into account for the cables to be brougth into the feeder pillar and lighting cubicle as per ISI 1554 (Pt.I) etc., complete and as directed by the SIPCOT Officials.
200
-
-
... More
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required and as directed by SIPCOT officers.
-
-
-
... More
3 1/2 X 25 sq. mm (28mm)
4
-
-
... More
Web application charges per luminaire & on cloud hosting (annual subscription) and as directed by SIPCOT officers.
12
-
-
... More
Supply and insallation maintenance free GI Earthing System comprising of 50mm dia and 2 mtr. long earth electrode of low carbon steel rod with 100 micron bonding and 25 kgs. of carbon based environment friendly backfill compound and suitable clamp and as directed by SIPCOT officers.
4
-
-
... More
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) and as directed by SIPCOT officers.
10
-
-
... More
Supply, delivery and laying of 90mm dia HDPE Pipes including cost and laying charges into trenches etc., completed as per statndard specification and as directed by SIPCOT officers.
80
-
-
... More
Foundation for Highmast light
-
-
-
... More
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.
20
-
-
... More
Supplying and filling in foundation, basement, etc with filling stone dust 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.
2
-
-
... More
Plain Cement Concrete 1:2:4 (One cement, Two M.sand and Four aggregate) using 40mm size Hard broken granite stone jelly for foundation, flooring bed, dummy columns, mudmat below column footings, Grade beams etc. laid in layers not exceeding 15cm thick including cost and conveyance of all materials and labour to work site, mixing of concrete, laying, compacting, curing with all leads for soft potable water, hire and fuel charges for all tools and plants including all other incidental charges such as bailing out water for forming protective bunds, coffer dams and shoring, strutting etc. complete complying with standard specifications and as directed by "SIPCOT" officers.
2
-
-
... More
Providing and laying in position, standardised concrete Mix M-25 Grade in accordance using 20mm with IS:456-2000, and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglms 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 and as directed by SIPCOT officers. (No separate payment will be made by the Department for the excess usage of materials)
6
-
-
... More
Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods of all sizes of reinforcement for all Reinforced cement concrete works (for pedestal pillar concrete) including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straightening, cutting, fabricating, tying, lifting, placing in position, overlaping to the required length whereever necessary cover blocks and all other incidental charges etc., complete complying with standard specifications and as directed by SIPCOT Officers.
5
-
-
... More
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. (Payment for centering shall be given after the concrete is laid) and as directed by SIPCOT Officers.
-
-
-
... More
a) For Plane Surface
6
-
-
... More
b) For Vertical Surface without strutting
11
-
-
... More
Supplying and laying of 63mm dia DWC HDPE pipe ISI marked along with allaccessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete complying with standard specification and as directed by SIPCOT Officers.
3
-
-
... More
Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)
1
-
-
... More
Added GST of 18%
1
-
-
Evaluation Notes How It Works ?
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