Tender For Providing Bt Surface At Providing Bt Surface At Periyar Nagar Ii 2Nd Cross Middle 087007R056, Periyar Nagar Iieast Side 3Rd Cross End087007r055 Periyar Nagar 4Th Street 4Th Cross East Side087007s079,Muthu Nagar Ii 3Rd Cross087007l059,Saminathan
Tender Overview
Project Description
Providing BT Surface at Providing BT Surface at PERIYAR NAGAR II 2ND CROSS MIDDLE 087007R056, PERIYAR NAGAR IIEAST SIDE 3RD CROSS END087007R055 PERIYAR NAGAR 4TH STREET 4TH CROSS EAST SIDE087007S079,MUTHU NAGAR II 3RD CROSS087007L059,SAMINATHAN NAGAR 5TH CROSS NORTH SIDE087008R073,SAMINATHAN NAGAR3RD CROSS RAJ NAGAR MAIN ROAD087008R076,SAMINATHAN NAGAR 4TH MAIN ROAD PART087008R082,SAMINATHAN NAGAR 3RD MAIN ROAD 2ND CROSS SOUTH SIDE087008R084,SAMINATHAN NAGAR 3RD MAIN ROAD 6TH CROSS SOUTH SIDE087008S116,SAMINATHAN NAGAR 1STMAIN ROAD 3RD CROSSSOUTH SIDE 087008R092,SAMINATHAN NAGAR 1ST MAIN ROAD 6TH CROSS SOUTH087008S121 SAMINATHAN NAGAR 1ST MAIN ROAD 6TH CROSS WEST SIDE087008R103,SAMINATHAN NAGAAR 5TH MAIN ROAD 1ST WEST087008S106,SAMINATHAN NAGAR 1ST MAIN ROAD 4TH CROSS 087008S124,SAMINATHAN NAGAR 5TH MAIN ROAD 4TH CROSS EAST087008S109,SAMINATHAN NAGAR 5TH MAIN ROAD 9TH EAST CROSS SOUTH SIDE087008R074,Saminathan 1st main 8th cross 087009R166,SAMINATHAN NAGAR 1ST MAIN ROAD 5TH CROSS EAST087008S117,SAMINATHAN NAGAR 3RD MAIN ROAD 3RD CROSSSOUTH SIDE087008R091,SAMINATHAN NAGAR 1ST MAIN ROAD 4TH CROSS WESTSOUTH SIDE 087008S123,SAMINATHAN NAGAR 1ST MAIN ROAD 087008R096, SWAMY NATHAN NAGAR 3 MAIN ROAD -08 CROSS EAST087009R154,SAMINATHANNAGAR 5TH MAIN ROAD 4TH CROSS WEST SIDE 087008R077,SAMINATHAN NAGAR 1ST MAIN ROAD 6TH CROSS EAST SIDE087008R101,COOPERATIVE NAGAR 1ST CROSS087008R081 Ward No- 7,8,9 in Thuraiyur Municipality. (Package 5)
BOQ
| Sl. No. | Item Description |
| 1 | Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the Milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers |
| 2 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum (TWAD SOR Pg.No - 297 ) |
| 3 | Providing and laying, sperding and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed materials by tipper to site laying in uniform layers with pavers in sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 4 | Providing and laying Prime coatoverWBM / WMM surface using 7kg of Emulsion Bitumenper 10 m2 for preperatory to another Bituminous construction over it, including cost of material , labour charges, rental for machinery , fuel and all other incidental charges etc., complete as per clause 502 of MORTH Rev-5 |
| 5 | Providing and layingTack coatover WMM/WBM surface using 2.5 kg of Emulsion Bitumenper 10 m2 for preperatory to another Bituminous construction over it, including cost of material , labour charges, rental for machinery , fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5 |
| 6 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20 kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materilas to CMP site , heating the bitumen and agregates to the required temperature and mixing them in required temparature in central hot mix plant 20-30 ton capacity , conveying the mix by tipper trucks to work site , spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sectons and compacted ty Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler tipper trucks , Paver finisher , Vibratory / pneumatic rollers and all other tools and plant required , including fuel and all other tools and plant required , including fuel and other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5. |
| 7 | Advance Patch work 13.20mmProviding Advancve Patch work using 50mm consolidated Thickness by using 1 m3 of 13.20mm IRC Metal with 44kg of Bittumen per 1 m3 of Metal For Pre Mixing For existing surface advance Patch work including cost and conveyance of materials to the work site and stacking them to the departmental metric guage for the premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in mini hot mix plant for premix carpet only rolling by 60-70KN power roller for premix carpet and seal coat seperately including labour charges for spreading the mix for premix carpet application of bitumen for seal coat over premix carpet, including labourcharges for spreading seal coat seperately over premix carpet etc. including higher charges and fuel charges for , bitumen boiler and all other tools and plant employed etc. complete as per of MoRTH Rev - V Specifications |
| 8 | Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2kgs of bituminous Emulsion (RS)for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Specifications |
| 9 | Providing and laying Bituminous Concrete to 30/40 mm 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 and below with 45.27 kgs of VG30 bitumen and 5.03kg of plastic waste for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix ty tipper trucks to paver site , spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks , Pavar finisher , Vibratory / Pneumatic roller and all other tools and plant required , including fuel and all other incidental charges etc., complete as per specification using CMP as per |
| 10 | Add GST 18% |
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