| 1 | 1 | Earthwork excavation for foundation and depositing on Bank with metal lead of 10m and initial of 2m in Hard stiff clay, stiff black cotton,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders including all labour charges etc.complete as per SS 20 B TNDSS No 23, 24 VI(S2),VI, VII.9 & 10 \nA) for Drain | BI01010001010000000000000515BI0100001112 | 724 | M3 |
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| 2 | 1.1 | B) for culvert | BI01010001010000000000000515BI0100001113 | 78 | M3 |
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| 3 | 2 | Cement concrete of mix 1:4:8 (one part of cement, and four part of M sand, and eaight part of coarse aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete as per TNDSS No 28V,VI(S2),VI(S54) and VII | BI01010001010000000000000515BI0100001114 | 116 | M3 |
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| 4 | 3 | Supplying and erecting centering for sides and soffits including supports and srtutting upto 3.29mm height for plane surfaces in all floors with cross bracings using miled steel sheets of size 30cm x 60cm and 10 gauge stiffened welded with miled steel sheets of size 25mm x 25mm x 3mm for boarding and laid over silver oak (country wood).Joists of size 10cm x 6.5cm dia spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced 75cm centre to centre etc., complete complying with standard specification ans as directed for the following items as per TNDSS No 30 & 86 A)Side wall | BI01010001010000000000000515BI0100001116 | 2304 | M2 |
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| 5 | 3.1 | B)Slab | BI01010001010000000000000515BI0100001117 | 43 | M2 |
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| 6 | 4 | Vibrated Cement concrete of 1:3:6 mix (one part of cement, and three part of M sand, and six part of coarse aggregate) using hard granite stone jelly of 20mm gauge for sidewall concrete works excluding shuttering , including dewatering wherever necessary including the cost of all materials and labour charges for mixing concrete and curing etc. complete as per TNDSS No.24 | BI01010001010000000000000515BI0100001119 | 324 | M3 |
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| 7 | 5 | Supply and fabrication and placing in position of TMT steel rods to required size and length as directed by the departmental officers including cost of binding wire, cutting, bending and tying with proper position etc., including cost and conveyance of all materials to site and all labour charges etc., complete Complying with Standard Specification as per TNDSS No.97 V,VI (S6) VII (S6) VII-3, | BI01010001010000000000000515BI0100001120 | 1100 | kg |
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| 8 | 6 | Vibrated Reinforced Cement Concrete 1:1½:3 Mix (one part of cement, one and half part of M sand, and three part of coarse 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 Complying with Standard Specifications as per TNDSS No.30 V,VI (S3) VII-3 | BI01010001010000000000000515BI0100001121 | 11 | M3 |
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| 9 | 7 | Finishing the top of Drain vent portion with granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete | BI01010001010000000000000515BI0100001122 | 412 | M2 |
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| 10 | 8 | Picking the worn - out old B.T Surface up to 50 mm deep in B.T surface etc. as directed by the departmental officers. | BI01010001010000000000000515BI0100001123 | 788 | M2 |
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| 11 | 9 | Providing and Laying Wet Mix Mecadam using 0.396m3 of 45-22.40mm graded metal, 0.528m3 of 22.40-2.36mm graded metal and 0.396m3 of 2.36 and below size graded metal premixed with water to a densemass on a prepared subgrade / base to template in uniform 15cm Consolidated thickness and consolidation with Vibratory roller of 8 to 10 tonne capacity in stages to proper grade and camber rolling with protecting edges, etc completing with MORTH specification Clause 406. | | 613 | M3 |
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| 12 | 10 | Providing and laying Priming coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) for 10 Sq.m for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinary, fule and all other incidental chrages etc., complte as for clause 502 of MORTH Rev-5. | BI01010001010000000000000515BI0100001125 | 4084 | M2 |
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| 13 | 11 | Providing and laying Tack coat over WBM/WMM surface (Preaped with primer) using 2.50Kg of Bitu Emulsion (RS1)for 10 Sq.m for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinary, fule and all other incidental chrages etc., complte as for clause 503 of MORTH Rev-5. | BI01010001010000000000000515BI0100001126 | 4084 | M2 |
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| 14 | 12 | Providing and laying 50 mm conslidated thick Dense Bituminuous macadam using 0.24 cum of 26.50-13.20 mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm and below and with 53.20kg of vt 30 bitumen premixing 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 tons capacity,conveying the mix by tipper trucks to work site,spreading the mix uniform thickness of 50mm with paver to the specified grade and cross sections and compaction by vibratory/ pneumapic roller to the required density etc., including labour for accending to pavor at sites etc., including hire charges and fuel charges for 20-30 CMP with bitumen tipper trucks, paver finisher/9 m paver finisher,vibratory/ pneumapic rollers and all other tools and plant required including to all other incidental charges etc., complete as per specification using CMP as clause 505 MORTH Rev-5. | BI01010001010000000000000515BI0100001127 | 205 | M3 |
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| 15 | 13 | roviding and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 46.276 kgs of 60/70 Grade Bulk bitumen and 4.024 kg of shredded Plastic waste for premixing per 10 Sqm 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 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 40 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic roller to the required density etc., including labor for attending to paver site etc., including hire charges and fuel charges for 20 – 30t CMP with bitumen boiler, tipper trucks, paver finisher,/ 9m paver finisher, vibratory/ pneumatic rollers and all other tools and plant required including fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5. | | 123 | M3 |
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| 16 | 14 | Provaiding and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free from streeks and heles. | | 205 | M2 |
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| 17 | 15 | 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 | | 396 | M3 |
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