| 1 | 1 | Upgradation of the road from Adilam to NH44 Via Rajammal Kalyanamandapam Km 0/0 - 1/0 R595 | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 2 | Clearing scrub jungle including removing from the site, disposal by burying or burning etc complete as directed by the departmental officers and including all other incidental charges etc., complete | BI01010001010000000000000515BI0100001113 | 540 | Sqm |
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| 3 | 3 | Hardrock requirering blasting | BI01010001010000000000000515BI0100001114 | 180 | Sqm |
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| 4 | 4 | Collection and suply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compation with power roller etc complete | BI01010001010000000000000515BI0100001115 | | |
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| 5 | 5 | Km 0/0-1/0 | BI01010001010000000000000515BI0100001116 | 60 | Cum |
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| 6 | 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premising the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density. | BI01010001010000000000000515BI0100001117 | | |
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| 7 | 7 | Km 0/0-1/0 | BI01010001010000000000000515BI0100001118 | 225.66 | Cum |
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| 8 | 8 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001119 | | |
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| 9 | 9 | Km 0/0-1/0 | BI01010001010000000000000515BI0100001120 | 2936.4 | Sqm |
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| 10 | 10 | Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 4 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001121 | | |
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| 11 | 11 | Km 0/0-1/0 | BI01010001010000000000000515BI0100001122 | 2936.4 | Sqm |
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| 12 | 12 | Providing and laying premix carpet with seal coat type A for 20mm thickness using 0.18 Cum of 13.20 mm IRC size HGB metal and 0.09 cum of 11.20 mm IRC size HGB metal with and 0.09Cum of 6.70 mm IRC size HGB metal 24.40 kg of 60/70 bitumen for premixing 10 Sqm of Premix carpet including cost and conveyance of all materials to the work site and stacking them to the departmental metric gauge for Premeasurement, heating the bitumen in bitumen boiler, heating the aggregate and mixing them with bitumen in mini hot mix plant for premix carpet only, rolling by 80-100 KN power roller for premix carpet and seal coat separately including labour charges for spreading the mix for premix carpet, application of bitumen for seal coat separately over premix carpet etc., including hire charges and fuel charges for Mini hot mix Plant, bitumen boiler, power roller and all other tools and plants employed but excluding cost of primer/tack cost etc., complete as per clause 509 of MOST specification. | BI01010001010000000000000515BI0100001123 | | |
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| 13 | 13 | Km 0/0-1/0 | BI01010001010000000000000515BI0100001124 | 2936.4 | Cum |
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| 14 | 14 | Provision of Name Board | BI01010001010000000000000515BI0100001125 | 1 | Nos |
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| 15 | 15 | Provision of Km Stone | BI01010001010000000000000515BI0100001126 | 1 | Nos |
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| 16 | 16 | Provision of Hm Stone | BI01010001010000000000000515BI0100001127 | 4 | Nos |
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| 17 | 17 | Culvert 6.00m span 3vent | BI01010001010000000000000515BI0100001128 | | |
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| 18 | 18 | Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation. | BI01010001010000000000000515BI0100001129 | 348.59 | Sqm |
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| 19 | 19 | Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification. | BI01010001010000000000000515BI0100001130 | 43.84 | Cum |
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| 20 | 20 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. | BI01010001010000000000000515BI0100001131 | 330.96 | Cum |
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| 21 | 21 | Reinforced cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum | BI01010001010000000000000515BI0100001132 | 11.64 | Cum |
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| 22 | 22 | Centering below ground | BI01010001010000000000000515BI0100001133 | 426.25 | Cum |
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| 23 | 23 | Centering above ground | BI01010001010000000000000515BI0100001134 | 110.16 | Cum |
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| 24 | 24 | R.CC.1:1/2:3 | BI01010001010000000000000515BI0100001135 | 78.9 | Cum |
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| 25 | 25 | Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works | BI01010001010000000000000515BI0100001136 | 5.4 | Nos |
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| 26 | 26 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n | BI01010001010000000000000515BI0100001137 | 1 | GST Amount (in Rupees) |
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