RAJYA YOJNAANTRAGAT (GRAMIN) GAUR WALTERGANJ JOGIYA CHAURAHE TO KAWALSIYA ROAD KE KM-1 ME 3X2X2 METER SPAN KE LAGHU SETU KA NIRMAN KARYA

CULVERT WORK Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.50 m and lead up to 50 m as per Technical Specification clause 302.3.as per Technical specification complete in all aspects or as per direction of E/I . (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

GSB Filling in foundation trenches as per drawing & Technical Specification Clause 305.3.9 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Plain Cement concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed placed in foundation and compected by vibration including curing for 14 days. As per MORD specification 800. in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing and laying reinforced cement concrete M 30 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification clauses 1002, 1010, 1202 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing Weep holes in brick masonary / Plain / reinforced concrete abutment wing wall/ return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of IV:20H towards drawing foce complete as per drawing and technical specification As per MORT&H specification 2706 & 2200 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Drainage spouts as per drawing & technical specification as per MORT&H specification 2705 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Filling of boulders in between Cut off wall and Raft 600 mm thick comprising of loose boulders weighing not less than 40 kg beyond curtain wall. in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

DIVERSION Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Laying reinforced cement concrete pipe 1000 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling concrete and masonary works in head walls and parapets. in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

APPROACH Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing and Laying 12.50/11.00 cm compacted thickness granular sub-base (G.S.B.) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Speicification Clause 401 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per Technial Specification Complete in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.))

Providing, Laying, spreading and compacting stone aggregates of 63-45 mm size material to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone screening grit to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. as per Technial Specification Complete in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing, Laying, spreading and compacting stone aggregates of 53-22.4 mm size material to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone screening grit to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. as per Technial Specification Complete in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Brick edging on both sides of the road of first class bricks 8 cm (3'') wide and 12 cm. ( 4.5") deep laid with mud mortar including labour & supply of bricks finish to the required templeate and in proper alignment and also including dressing ramming the excavated earth as per Technical specification complete in all aspects or as per direction of E/I . (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means.as per Technical Specification Clause 502 bitumen emulsion @ 7.50 kg./10 sqm. as per Technical Specification Complete in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 3.00 kg./10 sqm. on the prepared bituminous surface Cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Technical Specification Complete in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing, laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm (Crushed stone chiping 13.2 mm @0.18 cum./10 sqm. & crushed stone chiping 11.2 mm @ 0.09 cum./10 sqm.) 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 either Type-C as per technical specification clause 508. By manual means (1) Bitumen(VG-10) @ 14.60 kg. per 10 sqm. as per Technical Specification Complete in all respects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C with 6.7 mm crushed stone chiping @ 0.09 cum/10 sqm as per Technical Specification Clause 510. Bitumen(VG-10) @ 6.5 kg. per 10 sqm. as per Technical specification complete in all aspects or as per direction of E/I . (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

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