Tender For Pitch Road Construction Work From The Canal To Mahendras House In Amrit Mahuva Of Development Block Nathnagar - Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.Non thorny jungle) ( By Mechanical Means) P.W.D. S.I. No 259 2 E/W in excavation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/Iupto a distance of 30m from the foundation trenches including all T&P phowereh and basket etcas per S.I. No. 251 (For GSB Trenches) 3 Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2 4 Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements 5 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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I) 6 Providing, laying, spreading and compacting stone aggregates of specific sizes (63-45 mm) 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. (WBM II) 7 Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) 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. (WBM III) 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 9 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 10 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm (passing 100% on 22.4 mm sieve and fully retained on 11.2 mm seive ) and11.2 mm (passing 100% on 13.2 mm sieve and fully retained on 5.6 mm seive) granite stone grits in the ratio 2:1usingpenetration grade bitumento 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 ofType C as per Technical Specification Clause 508. (using Bitumen 80/100 grade) By Mechanical Means 11 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingCase III - Type C as per Technical Specification Clause 510 (using 80/100) 12 Brick on Edges on both side of the road of 1st class brick 8 Cm.(3) Wide and 12 Cm(4.5) deep laid with Local Sand all labour finished to the required template and in proper alingnment including all labour, T&P sudries required fro proper completion of work with material as per S.I. No. 765 13 Providing and Fixing Of Sign Board s per direction by Engineer Incharge/Shilaniyas Board 14 Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast) 15 Reinforced cement concrete M15grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.200 m Stone (Precast) 16 Drain E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/Iupto a distance of 30m from the foundation trenches including all T&P phowereh and basket etcas per S.I. No. 251 17 Brick work in 1:4 ( one cement and Three corse sand mortar ) including supply of all materials, labour & tool & plants etc. required for proper completion of work. As per SI No 305(b) 18 Providing and laying Cement concrete 1:3:6 ( l cement : 3 coarse sand : 6 graded stone ballast 40 mm. nominal size ) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation as per SI No 280 19 Plastering with cement mortar (1:3), (Cement and coarse Sand)12mm thick on brickwork in substructure as per technical specification as per SI No 583 20 Providing and Laying Plain/reinforced cement concrete 1:2:4 ( l cement : 2 coarse sand : 4 graded stone ballast 20mm nominal size ) in Substructure including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in Substructure RCC GRADE M-20 as per Si No 283 21 450 mm dia H/P Culvert E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/Iupto a distance of 30m from the foundation trenches including all T&P phowereh and basket etcas per S.I. No. 251 22 Providing and laying Cement concrete 1:3:6 ( l cement : 3 coarse sand : 6 graded stone ballast 40 mm. nominal size ) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation as per SI No 280 23 Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9 24 First Class Brick work in 1:4 ( one cement and four corse sand mortar ) including supply of all materials, labour & tool & plants etc. required for proper completion of work. As per SI No 305(b) 25 Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet 26 Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 as per PWD SI No 578
