Tirunelveli District PMGSY III Batch I 2020-21 - O.Thulukapatti to Thalakulam road Km 0/0-2/320 in Pappakudi Block Package No. 23-107

Amount

MRL15-O.Thulukapatti to Thalakulam road Km 0/0-2/320

Clearing and Grubbing road land including uprooting wild vegetation,grass,bushes,shurbs,saplings and trees of girth upto 300mm,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. In area of Throny Jungle Km 0/0-2/320

Scarrifying the excisting bituminous road surface to a deapth of 150 mm and disposal of scarifing material with a lift upto 3m and lead up to 1000 m as per technical specification clauses 301.4 Km 0/0-2/320

Construction of embankment side slope with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 & 300.2 with lead upto 1000m as per Technical specification Clause 301.5(Sub grade)

Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 (Gravel Shoulder)

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 150mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying Bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder transported to site upto a lead of 1000 m laid over a previousaly prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical sepcification caluse 504

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

Providing, laying and rolling of Open -graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearin as per Technical specification Clause 509 Km 0/0-2/320

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

Providing and fixing Name Board

Providing PMGSY Logo Board

Providing for sign board

Providing Chervron sign octogan board (90cm)

Providing for Mandatory sign board

Providing for Reflector

Providing for Citizen Board

Providing Maintenance Board

Provision for KM stone

Provision for HM stone

Construction of 3.00 m span RCC Slab Culvert at Ch 19m, 1235m

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Pipe culvert at 19m, 1235m

Removal culvert of pipes

Removal of Body wall

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF TOE WALLS.

3.0m culvert at Ch. 19m

3.0m culvert at Ch. 1235m

Cement Concrete of Grade M-15, Nomional Mix, 1:2.5:5 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for foundation (PCC Gr.M 15)

3.0m culvert at Ch. 19m

3.0m culvert at Ch. 1235m

Cement Concrete of grade M20 Nominal Mix. 1:2:4, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for

3.0m culvert at Ch. 19m

3.0m culvert at Ch. 1235m

Cement Concrete of grade M20 Nominal Mix. 1:2:4, using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications,

3.0m culvert at Ch. 19m

3.0m culvert at Ch. 1235m

Cement Concrete of grade M20 Nominal Mix. 1:2:4, using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications,

3.0m culvert at Ch. 19m

3.0m culvert at Ch. 1235m

Cement concrete 1:1.5:3 M 25 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

3.0m culvert at Ch. 19m

3.0m culvert at Ch. 1235m

Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

3.0m culvert at Ch. 19m

3.0m culvert at Ch. 1235m

Providing and fixing 20mm bitumen felt for expansion joint between dirt

3.0m culvert at Ch. 19m

3.0m culvert at Ch. 1235m

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

3.0m culvert at Ch. 19m

3.0m culvert at Ch. 1235m

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

3.0m culvert at Ch. 19m

3.0m culvert at Ch. 1235m

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

3.0m culvert at Ch. 19m

3.0m culvert at Ch. 1235m

Construction of piped causeway at Ch 1984m

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Pipe culvert

Removal culvert of pipes

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF TOE WALLS.

pipe culvert at Ch. 1984m

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

pipe culvert at Ch. 1984m

Cement Concrete of Grade M-15, Nomional Mix, 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for foundation (PCC Gr.M 15)

pipe culvert at Ch. 1984m

Cement Concrete of Grade M-15, Nomional Mix, 1:2.5:5 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for foundation (PCC Gr.M 15)

pipe culvert at Ch. 1984m

Providing and laying reinforced cement concrete pipe NP3 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, backfilling concrete and masonry works in head walls and parapets clause 1106

pipe culvert at Ch. 1984m

Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical specification clause 1302

Pipe culvert at Ch. 1984m

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

Pipe culvert at Ch. 1984m

Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavment, thickness as per design, over a prepared sub base with 43 grade cment or any other type as per clause 1502.2.2 M30(Grade) coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels rakes compacted using needle, screed and plate vibrators and finished in continous operation incluidng provision of contraction and expansion construction jointsm applying debonding strips primer sealant, dowel bars near approaches to bridge/culvert and construcion joints, admixtures as approved curing of concret slabs for 14 days, using curing compound (where specified) and water finishing to lines and grad as per drawing and Technical spcification clause 1501

Provision of pipe culvert @ ch.1984m

Providing Guard stones at the both ends

Pipe culvert @ ch.1984m

Construction of wearing coat with the length of 27m, 25m (Ch.603m & 1307m)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Removal of exist cc

Removal at exist CC

Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavment, thickness as per design, over a prepared sub base with 43 grade cment or any other type as per clause 1502.2.2 M30(Grade) coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels rakes compacted using needle, screed and plate vibrators and finished in continous operation incluidng provision of contraction and expansion construction jointsm applying debonding strips primer sealant, dowel bars near approaches to bridge/culvert and construcion joints, admixtures as approved curing of concret slabs for 14 days, using curing compound (where specified) and water finishing to lines and grad as per drawing and Technical spcification clause 1501

Wearing coat @ ch.603m

Wearing coat @ ch.1307m

Provision of Guard stones

Wearing coat @ ch.603m

Wearing coat @ ch.1307m

Maintenance Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost

For the First Year from the date of completion of work

For the Second Year from the date of cpmpletion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

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}

M MOHAMED HAKKIM