Town Panchayats-TP has published Integrated Urban Devlopment Mission 2019-2020 Strengthening And Providing Bt Road At Thiruvalluvar Arangam To Thamarai Avenue , Easwaran Koil To Bathirakaliyamman Koil Street Community Toilet , Kr Garden , Thoppampalayam Road And Pachiyanna Devar Stree. Submission Date for this Tender is 11-11-2019. Road Work Tenders in Coimbatore-Othakkalmandapam Tamil Nadu. Bidders can get complete Tender details and download the document.
| Name of Work: Strengthening and Providing BT Road at Thiruvalluvar Arangam to Thamarai Avenue , Easwaran Koil Street to Pathrakaliamman Koil Street Community Toilet.K.R.Garden,Thoppam Road and Pachinna devar Street in Othakkalmandapam Town Panchayat. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH | 1806 | M2 | |
| 2 | 2 | Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. SS 20A | 237 | M2 | |
| 3 | 3 | Providing and laying Well Gravel to the specified thick including cost and conveyance of Well gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH | 819 | M3 | |
| 4 | 4 | Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401. | 237 | M3 | |
| 5 | 5 | Providing , Laying, Spreading and Compacting graded stone aggregates to Wet Mix Mecadam using 0.396m3 of 45-22.40mm graded metal, 0.528m3 of 22.40-4.75mm graded metal and 0.396m3 of 4.75mm and below size graded stone aggregates to Wet Mix Mecadam specification including pre-mixing the materials with water at O.M.C. in mechanical mix plant carriage of mixed materials by tipper to site layig in uniform layer with paver in sub - base / base course on well prepared surface and compacting graded metal premixed with Vibratory roller to acheive the desired density as per MORTH specifications 406. | 960 | M3 | |
| 6 | 6 | Providing and laying Prime coat 7 Kg / 10 Sq.m over Wet Mix Mecadam surface using of S.S-1 Emulsion Bitumen for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MORTH Specifications 111,112,501,503 and 900. | 6400 | M2 | |
| 7 | 7 | Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadam surface using of R.S-1.Emulsion Bitumen for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MORTH Specifications 111,112,501,503 and 900. | 6400 | M2 | |
| 8 | 8 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction by Vibaratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks,paver finisher, Vibaratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications. | 320 | M3 | |
| 9 | 9 | Providing and laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 mm & below with 46.28 kgs of 60/70 Grade Bulk bitumen and 4.02 kg shredded plastic wast for premixing per 10 Sqm 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 ton capacity, Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5 | 192 | M3 | |
| 10 | 10 | Rubberised Interlocking Paver Block M40 grade providing and laying of 80mm thick heigh strength type confiriming IS 15658 - 2006 of Rubberised Interlocking Paver Block in required size of mininmum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flumying bore pattern with approved nin - sticking surface in the top and the rate including levelling the base cushion 150mm thick laying out the pavement cut the pieus to fit edge, vibrating pavers, sweeping transporting leading unloading as per standard specification. | 2000 | M3 | |
| 11 | 11 | Providing and laying of hot applied Thermoplastic Compound of 2.50mm thick includind refelectorising glass beads @ 250gm per Sqm area,thickness of 2.50mm 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 as per Standard specifications. | 320 | M3 | |
| 12 | 12 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 B. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 498 | M3 | |
| 13 | 13 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part M sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 72 | M3 | |
| 14 | 14 | Supplying and erecting centering for sides and soffits including supports and strutting upto 3.00m height for plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branching using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete. | 1302 | M2 | |
| 15 | 15 | Drain | 1302 | M2 | |
| 16 | 16 | For Cover Slab | 38 | M2 | |
| 17 | 17 | Vibarated Plain Cement Concrete 1:3:6 Mix (one part cement, Three part M sand and Six part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 222 | M3 | |
| 18 | 18 | Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3. | 1000 | kg | |
| 19 | 19 | Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part M sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications. TNDSS NO: 30 V, VI (S3), VII-3. | 10 | M3 | |
| 20 | 20 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge - 25mm tk etc., Complete. | 338 | M2 |
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