Tender For Extension Of 18M Wide Road , Construction Of Reinforced Cement Concrete Storm Water Drain With Footpath , Street Light System, Thermoplastic Lane Marking With Road Studs From M/S.Rajaratan Global Wire Entrance To Boundary Of M/S.Kaynes Cir
Tender Value
1.32 Crore
Estimated cost
Bid Submission
28 Sep 2026
15 days left
EMD
76000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvallur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Extension Of 18M Wide Road , Construction Of Reinforced Cement Concrete Storm Water Drain With Footpath , Street Light System, Thermoplastic Lane Marking With Road Studs From M/S.Rajaratan Global Wire Entrance To Boundary Of M/S.Kaynes Circutes Pvt Ltd At Phase-Ii, Sipcot Industrial Park Vallam Vadagal, Kancheepuram District
BOQ
| Sl. No. | Item Description |
| 1 | Road work |
| 2 | Clearing Light Jungle: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc., complete as per standard specification and as directed by SIPCOT officers. |
| 3 | Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in medium rock and dense medium rock not requiring blasting etc., complete as per standard specification and as directed by SIPCOT officers. |
| 4 | Supply and laying NP2 class - 300mm dia pipes including collar as directed by SIPCOT officers etc., complete as per standard specification and as directed by SIPCOT officers. |
| 5 | Providing Fine Granular material M-Sand bed to a thickness of 150 mm including cost and conveyance of sand to work site including labour charges for filling in layer as specified by SIPCOT Engineers etc., complete as per standard specification and as directed by SIPCOT officers. |
| 6 | Forming Subgrade using carted earth with a conveyance of 20Km having CBR value not less then 8% 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., complete as per standard specification and as directed by SIPCOT officers. (Forming Subgrade at 97% Compaction) |
| 7 | 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 standard specification and as directed by SIPCOT officers.. |
| 8 | Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- III 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 standard specification and as directed by SIPCOT officers. |
| 9 | Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 250mm compacted thickness specification in two layers of 150mm 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 standard specification and as directed by SIPCOT officers. |
| 10 | 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 standard specification and as directed by SIPCOT officers. |
| 11 | 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 standard specification and as directed by SIPCOT officers. |
| 12 | Providing and laying to 95 mm thickness Dense Bituminous macadam using 0.40 cum of 37.50 -13.20 mm IRC size graded metal 0.35 cum of 13.20 - 2.36mm IRC graded metal and 0.36 cum of 2.36mm and below IRC size HBG metal with 71.30 kg of VG40 bitumen for premixing for 10 Sq.meter includin 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 95 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 al other tools & plants required including fuel and all other incidental chargesetc., complete as per standard specification and as directed by SIPCOT officers. (Grade I) |
| 13 | Providing and laying 40mm compacted thickness bituminous concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 of bitumen grade VG 40 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 30mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 kn vibratory/Pneumatic road roller to the required density etc., includinglabour 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 finaisher/9 m paver finisher /Vibratory/Pneumatice road roller , and all other tools and plants requried, including fuel and all other incidental charges etc., complete as per standard specification and as directed by SIPCOT officers. (Grade II) |
| 14 | Forming Subgrade using carted earth with a conveyance of 20Km having CBR value not less then 8% 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., complete as per standard specification and as directed by SIPCOT officers. (Forming Subgrade at 97% Compaction) For Footpath |
| 15 | Supplying and Filling with Quarry Dust to the required thickness of 30 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 as per standard specification and as directed by SIPCOT officers for Bedding to PAVER Blocks. |
| 16 | Supplying and laying of 60mm thick paver block interlocking over a stone dust cussion and pointed with nice M-sand with required design and size (should be got approved by the Engineer in charge before use on works) meeting their international standard with higher loading capacity, rate including cost and conveyance of all required materials at site (excluding cost of stone dust) and all labour charges for laying, compacting with paver vibrator etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 17 | Vibrated Cement concrete in CC M 15 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 shoring, strutting etc., complete as per standard specification and as directed by SIPCOT officers for WATER TABLE ALONG THE FOOTPATH. |
| 18 | Supplying and fixing PVC pipes of 100 mm dia for Drain Pipes including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc., complete as per standard specification and as directed by SIPCOT officers. for FOOTPATH |
| 19 | Kerb Wall |
| 20 | Forming Subgrade using carted earth with a conveyance of 20Km having CBR value not less then 8% 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., complete as per standard specification and as directed by SIPCOT officers. (Forming Subgrade at 97% Compaction) |
| 21 | Reinforced Cement concrete in M 25 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 shoring, strutting etc., complete as per standard specification and as directed by SIPCOT officers for FOOTPATH KERB WALLS. by Manual Mix |
| 22 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specification and as directed by SIPCOT officers Mixing by manual means |
| 23 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc., complete as per standard specification and as directed by SIPCOT officers. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the SIPCOT Officers. |
| 24 | Painting New Plastered Wall Surface with Two finishing coats of ready mixed (Emulsion) of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 25 | Construction of RCC side drain |
| 26 | ORDINARY SOIL (SS20B) 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, Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size bouldersand ordinary soil including excavated earth (SS20B). etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 27 | Forming Subgrade using carted earth with a conveyance of 20Km having CBR value not less then 8% 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., complete as per standard specification and as directed by SIPCOT officers. (Forming Subgrade at 97% Compaction) |
| 28 | Supplying and Filling with Quarry Dust to the required thickness of 30 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 the SIPCOT officers. |
| 29 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete complying with standard specification and as directed by the SIPCOT officers. Mixing by manual means |
| 30 | providing and laying in position, standadised Concrete Mix M-25 Grade in accordance with IS: 456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of work with minimum cement content of 350Kg and maximum water cement ratio of 0.5, including admixture (plasticiser/supeplasticiser) in recommented propotions as per IS 9103 to accelerate , retard settingof con crete , improve workability without impairing strength and durability with about (5.0 cu.m) 7730Kg 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 crushed stone sand also including laying, vibrating with mechanical vibrators, finishing, curing, and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra but including cost of reinforcement grill and fabricating charges, centering and shuttering and ,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 |
| 31 | Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her Grade M) required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by the SIPCOT officers |
| 32 | Retaining wall |
| 33 | Supplying and Filling with Quarry Dust to the required thickness of 30 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 the SIPCOT officers |
| 34 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete complying with standard specification and as directed by the SIPCOT officers- |
| 35 | providing and laying in position, standadised Concrete Mix M-25 Grade in accordance with IS: 456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of work with minimum cement content of 350Kg and maximum water cement ratio of 0.5, including admixture (plasticiser/supeplasticiser) in recommented propotions as per IS 9103 to accelerate , retard settingof con crete , improve workability without impairing strength and durability with about (5.0 cu.m) 7730Kg 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 crushed stone sand also including laying, vibrating with mechanical vibrators, finishing, curing, and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and , 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 |
| 36 | Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her Grade M) required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by the SIPCOT officers. |
| 37 | Street light |
| 38 | Supply and Erection of 10 m length G.I Steel Tubular pole with Single bracket made up of 3 section of GI pipe with 5.2m m length of 139.7mm dia and 4.5mm thick and 2.40 length of 114.3m dia and 4.5mm thick and 2.40mm length of 88.90mm dia and 3.25mm thick complete with ms base plate of size 300 x 300 x 6mm at the bottom. The pole shall be provided with a suitable Arms suitable for mounting LED 120W Modular type street light luminaire. The Arms shall be length and size as specified in the drawing enclosed including the cost of Pole Pedestal foundation etc., complete complying with standard specification and as directed by the SIPCOT officers |
| 39 | For Single Collar Poles |
| 40 | Supplying, installation testing and commissioning of 120 wat LED modular type light fitting including wiring from Loop out box to the luminaire in the bracket on the pole with insulated Copper conductor wire etc. complete including fixing charges and using material ladders and laying jointing of 3 core x 2.5 sqmm copper cable from fitting to pole box fuse unit including cost of material and labour.( out of 105 fitting 50% of fitting is to be fixed) etc., complete complying with standard specification and as directed by the SIPCOT officers |
| 41 | 120W LED Fittings (Single Collar) |
| 42 | Supply , laying and jointing of following size of PVC armoured LTUG Aluminium cable with ISI mark in a trench to be excavated at a depth of 0.75 m, and routing the cable into the suitable dia. HDPE Pipes laid completely and refilling the earth to make good etc., complete complying with standard specification and as directed by the SIPCOT officers. (Excluding the cost of HDPE Pipes and laying the same into trenches will be extra) |
| 43 | 4 Core x 16 Sq.mm. PVC Armoured LT UG Aluminium Cable |
| 44 | Supply, laying, jointing and testing of 2 core x 2.50 sq.mm PVC insulated SC unsheathed Cu.cable conductor cable of 1100 V grade with necessary jointing materials etc., complete including cost and conveyance of cable and labour charges for laying the cable etc., complete complying with standard specification and as directed by the SIPCOT officers |
| 45 | 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 in to a coil of one metre length connected suitable with hexagonal earth bolt of size 8 mm x in to 25 mm welded on the pole at one end with a coil position fixed on the earth etc., complete complying with standard specification and as directed by the SIPCOT officers |
| 46 | Supply, delivery and laying of 50 mm OD - 4 Kg/sq.cm PVC Rigid Pipes including cost and laying charges into Pole pillars for connecting cable into Poles etc., complete complying with standard specification and as directed by the SIPCOT officers |
| 47 | Road Furnitures |
| 48 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous surface Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete complying with standard specification and as directed by the SIPCOT officers |
| 49 | Road Markers / Road Stud with Lens Reflector : Providing and fixing reflective road studs of \\"category A\\" Raised pavement markers made out of poly carbonate / methyl methecrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023 / 10 / 97 - DO.III dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35 +/- 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 then 19 +/- 2mm and height not less than 30+/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and etc., complete complying with standard specification and as directed by the SIPCOT officers |
| 50 | Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate) |
| 51 | Added GST of 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysSep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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