Construction of Uska Border to Bhausia Muslim Basti Via Kurra Border Tak Link Road (1)

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at O.M.C.and compacting with vibratory roller to achieve the desired density for Grading 1 as per MORD Specification complete as per clause 401 including Royalty & Labour cess etc. (Excluding GST)

Providing, laying, spreading and compacting stone aggregates of 63-45 mm sizes to water bound macadam G-2 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type-B of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 2 as per MORD Specification No.405 including Royalty & Labour cess etc. (Excluding GST)

Providing, laying, spreading and compacting stone aggregates of 53-22.4 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type-B of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 3 as per MORD Specification.405 including Royalty & Labour cess etc. (Excluding GST)

Brick edging on both sides of the road of first brick class M-150. 8 cm wide and 12 cm deep laid with mud mortar including labour & supply of bricks finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the engineer-in charge of the work including material, labour and T & P etc for Proper completion of the work. (Excluding GST)

Providing and applying Prime coat with bitumen emulsion-SS using emulsion pressure distributor @ 0.70 Kg/Sqm. on the prepared granular surface cleaned manually. As per MORD specification 502

Providing and applying tack coat with bitumen using bitumen pressure distributor @ 0.35 Kg/Sqm. on the prepared bitumin surface cleaned with hydralic broom, As per MORD specification 503

Providing, laying and rolling of open - graded premix surfacing of 20 mm compacted thickness with 13.2 mm crushed stone grit @ 0.18cum/10sqm and 11.2 mm size crushed stone grit @ 0.09cum/10sqm from approved quarry and bitumen @ 1.46Kg/sqm to required line, grade and level to serve as wearing course on a previously prepared base, also mixing in a suitable plant or by mixall, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades, including cost of material, labour, plant, machinery and T&P. Complete as per MORD Specification No.508(II). including the cost of bitumen VG-10, T&P etc. including Royalty & Labour cess(Excluding GST)

Providing and laying seal coat type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.5 mm crushed stone grit @ 0.09cum/ 10sqm from approved quarry and bitumen/emulsion @0.65kg/sqm including cost of material, labour, plant, machinery, mixall and T&P. Complete as per MORD Specification No.510(ia) including the cost of bitumen VG-10, T&P etc. including Royalty & Labour cess(Excluding GST)

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to stite, spreading, grading to required slope and compacted to meet requirement of table no. 300-2 with lead upt 1000m as per Technical specification cluase 303.1 .as per direction of E/I incluidng labour cess,Royalty (Excluding GST)

Earth in excavation in ordinery soil for foundation and tranchage lead up to 30M. And lift upto 1.5M. (Excluding GST)

Providing and Laying 40mm. Guage ballast with stone dust Complete. (Excluding GST)

Cement concrete 1:3:6 with 40 mm guage brick ballast fine sand & cement. MORD Specification. 11.4 (I) (Excluding GST)

Supply and Laying of 1000 MM HP NP3 into foundation, keeping in to proper alignment, fixing of collar with 1:2 Cement and coarse sand mortar and jute etc. rquired for protect jointing including-putting/shifting of pipes to foundation etc. and all labour T&P, Material, etc. required for proper completion of work. (Excluding GST)

Supply and Laying of 600 MM HP NP3 into foundation, keeping in to proper alignment, fixing of collar with 1:2 Cement and coarse sand mortar and jute etc. rquired for protect jointing including-putting/shifting of pipes to foundation etc. and all labour T&P, Material, etc. required for proper completion of work. (Excluding GST)

Supply and Laying of 350 MM HP NP3 into foundation, keeping in to proper alignment, fixing of collar with 1:2 Cement and coarse sand mortar and jute etc. rquired for protect jointing including-putting/shifting of pipes to foundation etc. and all labour T&P, Material, etc. required for proper completion of work. (Excluding GST)

First Class 150 Brick work in 1:4 cement and fine sand of 1.25 FM modulous mortar in foundation and plinth including supply of all materials, labours and T&P etc. required for proper completion of the work. As per MORD specification 11.5 I (600, 1200) (Excluding GST)

Struck pointing in 1:3 (cement & sand mortar) on brick work including supply of all materials, labour and T&P etc. Required for proper completion of the work but with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 F.M. As per MORD specification 12.2 (600) (Excluding GST)

12mm (1/2) thick plaster 1:4 (cement & sand mortar) over brick work minimum thickness not to be less than 10 mm thick including supply of all materials, labour and T&P etc. rquired for completion of the work. As per MORD specification 12.3 (600) (Excluding GST)

Note :- GST Will be paid extra as prevelling rules.

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