Under District Ayodhya, Biharipur Tonia Minor To Ramji Pandey House Lot No 21 Excavation in widening of road in ordinary soil (Loam,clay or sand) including1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth AS PER S., AYODHYA-Uttar Pradesh

Under District Ayodhya, Biharipur Tonia Minor To Ramji Pandey House Lot No 21 Excavation in widening of road in ordinary soil (Loam,clay or sand) including1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth AS PER S.I. No. 251 3 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 6 Brick edging on both side of road with S.O.B. Brick 8 cm wide and 12 cm deep laid with mud mortor all labour finished to the required template and in proper alignment and also including dressing and rammingthe excavated earth including all labour T&P sundries required for proper completion of the work. SI No. 765 7 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 8 Providing and applying tack coat with RS-1 usingdistributor at the rate of 0.275 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 9 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. 10 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 11 Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. forMaking Shoulders. 12 600mm hume pipe culvert 13 Excavation in Foundation in ordinary soil (Loam,clay or sand) including1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth AS PER S.I. No. 251 14 C.C. with 40 mm gauge brick balasst,C/Sand & Cement in the proportion of 8:4:1 including supply of all materials labour T&P etc. complete required for proper completion of the work as per S.I. No. 275 15 Class 150A Bricks in 1:4 Cement & F/sand of 1.25 FM Mortar in F&P I/C all materials labour T&P etc. complete as per required for proper completion of work S.I.No 305(B) 16 Struckpointing with 1:2 cement & F/sand mortar on bricks work I/C racking the joints washing & cleaning and supply of all meterial labour T&P etc. complete as per required for proper completion of work as per S.I. No. 574 17 Supply and Laying of NP-3600 mm dia Hume Pipe and coller complete ( 3 nos pipe each 2.50 Rmt. And 2 Nos coller) 18 Supply and Fixing of Informatory Sign Board & Photography Work for Estimate Purpose

INR 950 /-

INR 39860.0 /-

INR 19.93 Lakhs /-

Name of Work:Under District Ayodhya, Biharipur Tonia Minor to Ramji Pandey house Lot No 21

Sl. No.	Item Description
1	Work
2	Excavation in widening of road in ordinary soil (Loam,clay or sand) including1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth AS PER S.I. No. 251
3	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
4	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
5	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
6	Brick edging on both side of road with S.O.B. Brick 8 cm wide and 12 cm deep laid with mud mortor all labour finished to the required template and in proper alignment and also including dressing and rammingthe excavated earth including all labour T&P sundries required for proper completion of the work. SI No. 765
7	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
8	Providing and applying tack coat with RS-1 usingdistributor at the rate of 0.275 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
9	Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
10	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
11	Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. forMaking Shoulders.
12	600mm hume pipe culvert
13	Excavation in Foundation in ordinary soil (Loam,clay or sand) including1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth AS PER S.I. No. 251
14	C.C. with 40 mm gauge brick balasst,C/Sand & Cement in the proportion of 8:4:1 including supply of all materials labour T&P etc. complete required for proper completion of the work as per S.I. No. 275
15	Class 150A Bricks in 1:4 Cement & F/sand of 1.25 FM Mortar in F&P I/C all materials labour T&P etc. complete as per required for proper completion of work S.I.No 305(B)
16	Struckpointing with 1:2 cement & F/sand mortar on bricks work I/C racking the joints washing & cleaning and supply of all meterial labour T&P etc. complete as per required for proper completion of work as per S.I. No. 574
17	Supply and Laying of NP-3600 mm dia Hume Pipe and coller complete ( 3 nos pipe each 2.50 Rmt. And 2 Nos coller)
18	Supply and Fixing of Informatory Sign Board & Photography Work for Estimate Purpose