Tender For Formation Of 4Th Cross Roads 7.50M Wide ) With Reinforced Cement Concrete Drains , Culverts & Street Lights At Sipcot Medical Device Park, Oragadam-Phase-Ii
Tender Value
3.33 Crore
Estimated cost
Bid Submission
16 Jul 2026
3 days left
EMD
1.77 Lakhs
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
Chengalpattu → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Formation Of 4Th Cross Roads 7.50M Wide ) With Reinforced Cement Concrete Drains , Culverts & Street Lights At Sipcot Medical Device Park, Oragadam-Phase-Ii
BOQ
| Sl. No. | Item Description |
| 1 | Road works |
| 2 | Clearing Light jungle 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 complying with standard specification and as directed by SIPCOT Officers. |
| 3 | Supplying and laying of 600 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. |
| 4 | Forming embankment using Carted earth having minimum CBR of 8% with a lead of 20 Km 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 engineer-in-charge and finishing the embankment at 95% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc. Complete as per MORTH standard specification . (Forming Embankment at 95% Compaction) etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 5 | Forming Subgrade using Carted earth having minimum CBR of 8% ( with a lead of 20 Km )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 MORTH standard specification. (Forming Subgrade at 97% Compaction) etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 6 | 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 etc., complete complete complying with standard specification and as directed by SIPCOT Officers. |
| 7 | 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 clause 406 of MORTH Rev.-5 etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 8 | Providing and laying Prime coat over wet mix macadam surface using 7.00 Kg bitumen emulsion 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 complete complying with standard specification and as directed by SIPCOT Officers. |
| 9 | Providing and laying Tack coat over treated wet mix macadam surface using 2.50 Kg bitumen emulsion 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 complete complying with standard specification and as directed by SIPCOT Officers. |
| 10 | Providing, laying 120mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5. and as per directed SIPCOT Officers.(Grade I) etc., complete complete complying with standard specification and as directed by SIPCOT Officers. |
| 11 | Providing and laying 40mm compacted thickness bituminous concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 kg of bitumen grade VG 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 specification using CMPP as per clause 507 OF MORTH REV. etc., complete complete complying with standard specification and as directed by SIPCOT Officers. |
| 12 | Providing and laying of hot applied thermo plastic compound 2.5 mm thick including refletorising glass beads @ 250 gms per Sq.m. area, thickness of 2.50 mm 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 complete complying with standard specification and as directed by SIPCOT Officers. |
| 13 | Providing and fixing reflective Road studs of category 'B' Raised pavement markers made out of poly carbonate / ABS moulded body and reflective panels (bi-convex reflectors) 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 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm. The marker shall supplort a load of 13635 kg tested in accordance with ASTM D4280. Lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro - reflectory surface shall not be less than 13.0 sq.cm. The slope or retro - reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORT &H circular and two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage. etc., complete complete complying with standard specification and as directed by SIPCOT Officers. |
| 14 | Providing and laying of Gravel filling including cost and coveyance of the same to work site from approved quarry including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading and compaction etc., complete complete complying with standard specification and as directed by SIPCOT Officers. |
| 15 | Providing plain cement concrete 1:2:4 ( one cement , two M Sand and four hard broken stone jelly ) using 20 mm ISS HBG Metal including cost and conveyance of all materials at site and all labour charges for mixing, laying and curing etc., complete complete complying with standard specification and as directed by SIPCOT Officers. |
| 16 | Supplying and laying of 83mm thick rubber moulded Hydralic pressed paver block interlocking over a stone dust cussion and pointed with nice M-sand with required design meeting their international standard size with Zig Zag design with higher loading capacity rate including cost and conveyance of all required materials at site and all labour charges for laying, compacting with paver vibrator etc., complete complying with standard specification and as directed by SIPCOT Officers. (Including cost of stone dust) |
| 17 | CONSTRUCTION OF RCC Drain and Culverts |
| 18 | Earth work excavation for open foundation for side drain work in all classes of soil such as hard stiff clay, stiff black cotton soil , hard red earth , shales , murram, gravel , stoney earth and earth mixed with small size boulders etc except hard rock requiring blasting as per SS 20- B and depositing the same to the road side etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 19 | Supplying and filling in foundation with stone dust in layers of not more than 10 cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by SIPCOT officers |
| 20 | Plain Cement Concrete 1:4:8 (One cement, Four 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. |
| 21 | Providing and laying in position, Standardised 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 works with minimum cement content of 325 kg/mᶾ and maximum water cement ratio of 0.55, 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 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 additional fixtures 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. |
| 22 | 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. and providing additional fixtures 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. |
| 23 | Supplying and erecting form work for steel centering for sides and soffits including supports and strutting upto a height of 3.90m in all floors for RCC slabs, beams TEE or EL beams, lintels, stair case beams, side walls etc., with all cross bracings using mild steel BG 10 sheets of size 90 cm x 60 cm stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid over silver oak (country wood) joists of size 10cm x 6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10 cm to 13cm dia spaced at 75cm centre to centre etc., Complete complying with standard specification and as directed by SIPCOT Officers.For vertical surfaces. |
| 24 | Vertical surfaces below plinth |
| 25 | Plane Surfaces below plinth |
| 26 | Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods Fe 500 of all sizes of reinforcement for all Reinforced cement concrete works including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straighteing, 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. |
| 27 | Providing Street Light Arrangements |
| 28 | Supply, Erection of 8m Standing Single Arm Bracket 8 sided Octogonally continously tapered structured pole with base plate of size 300 x 300 x 12mm as per IS-875 with Bottom Pole Dia - 130mm, Top Pole Dia - 70 mm, Thickness of Pole - 3 mm. The pole should be hot dip galvanized confirming to BESN ISO-1461 with thickness of 65 Micron etc., complete complying with standard specifications and as directed by SIPCOT Officers. |
| 29 | Supply and erection of 12.00 metre mini mast with 6 nos of 150W LED fittings (including cost of fitting) for wind velocity 160kmph, having individual length of 6.5metres, 3mm thick bottom and top section, bottom diametre 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 ration 50:1 trailing cable 5 core 2.5sq.mm, 6mm SS wire rope, head frame, lantern ring, lighting finial suitable for 6Nos of 300W Flood light but without Flood light rate etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 30 | Supply, installation, testing and commissioning of 120 W LED street lights. (lower end )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 >100 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, CRI>70 and make of LED CREE/ OSRAM/NICHIA 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. etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 31 | Fabrication, supply and installation of TNEB service connection distribution pillar box outdoor type of size 1250 mm x 900 mm x 300 mm 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 porcelain 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 Hours Timer of L & T make or equivalent with its contorl wiring, power interconnection with 7/16 copper wire from main switch to contactor and contactor to fuse DB etc., complete. The pillar painted with one coat of red-oxide and 2 coats of aluminium finish as required by TNEB etc., The pillar to be installed in angle iron frame pedestal with concrete grouting including cost and conveyance of all materials and labour charges etc., complete complying with standard specification and as directed by SIPCOT Officers |
| 32 | Fabrication, supply, installation, of out -door street lighting service pillar box of size of 900mm x 900mm x 300mm made by 16 SWG sheet steel metal fitted with required size of wooden plank board, 1 No. 100 Amps main switch, 3 Nos. of 100A fuse unit, suitable copper bus bars for neutral line, etc., complete. The pillar box fabricated with front double door arrangements with locking facility painted with one coat of primer and 2 coats of aluminium finish. The pillar to be erected with suitable angle iron frame pedestal with concrete grouting including cost and conveyance of all materials and labour etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 33 | Supply and Laying of 4 x 16 sq.mm. PVC armoured LTUG cable in 50mm dia HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good.The price shall be inclusive of all end termination jointing as required at the site including labour charges. Necessary cable brackets shall also be taken into account for the cables to be taken into the feeder pillars and lighting cubicle etc., complete complying with standard specifications as directed by \\"SIPCOT\\" officers. (Including the cost of HDPE Pipes) - |
| 34 | Supply and Laying of 3 1/2 x 50 sq.mm. PVC armoured LTUG cable in 50mm dia HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make goodhe price shall be inclusive of all end termination jointing as required at the site including labour charges. Necessary cable brackets shall also be taken into account for the cables to be taken into the feeder pillars and lighting cubicle etc., complete complying with standard specifications as directed by \\"SIPCOT\\" officers. (Including the cost of HDPE Pipes) |
| 35 | Supply, laying and testing of 2 core x 1.50 sq.mm PVC insulated SC unsheathed Cu.cable conductor cable of 1100 V grade CI Wire with necessary jointing materials etc., complete including cost and conveyance of cable and labour charges for laying the cable etc. complete complying with appropriate etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 36 | Earthing as per the ISI specification with an earth electrode of 2.10 metre Class 'B' GI pipe of dia not lessthan 40mm with copper earthplate of size 125mm x 50mm x 6mm with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 37 | Coil earth to street light poles with No.8 SWG GI wire of 11.5 metres of length in which 10 metres of total length compressed into a coil of one meter length (75mm to 100mm dia) connected suitable with hexagonal earth bolt of size 8mm in to 25mm 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 SIPCOT Officers. |
| 38 | Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate) |
| 39 | Added GST of 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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