Upgradation of Varam Privu to Thottuthurai Kadu Road in Kalrayanhills Block of Kallakurichi district

Amount

Upgradation of the road from Varam pirivu to Thottuthuraikadu road. KM 0/0 - 2/830 (R-98) in Kalrayan Hills block of Kallakurichi District

Clearing the Scrub jungle including all labour charges for burrying and burning etc.,

Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A for Cutting

Construction of Embankment with Material Obtained from Roadway Cutting. Construction of embankment using tractor with grader with approved materials 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 (Filling with Cut Earth)

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 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, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401

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 250mm 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 Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5

Providing and laying Bituminous Concrete to 25/30/40 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30/ VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller)

Provision of 5 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.

Provision for Hectometer Stone

Provision for Kilometer stone

Construction Hard Bed @ Ch 150, 730, 1050, 1700 & 2365

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Levelling course

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Superstructure

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers etc. Below Sill

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401

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 250mm 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.

Construction of un-reinforeced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2. M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design, lain in approved fixed side form work (steel channel, laying and fixing of 25 micron thick polythene film, wedges, steel plates including levelling the formwork a sper drawing), spreading the concrete with sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including including provsion of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construciton joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501.

Construction of RCC Slab Culvert @ Ch.380, 865 & 2765

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Supply of sand and filling in to the foundation including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Levelling course

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Foundation

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers etc.

Below Sill level

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Above Sill level

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Superstructure

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Deckslab

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirt wall &Deck slab

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Providing and fixing Tar paper for bearing between Bed Block & Deck slab

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Providing weepholes in brick masonry/ stone, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia. AC pipe extending through the full width of the sloope of 1(V):20(H) towards drawing face complete as per drawing

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

1.50m Vented RCC Slab Culvert at 2765

5.00m Vented RCC Slab Culvert at 380

6.00m Vented RCC Slab Culvert at 865

Construction of Retaining Wall

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Levelling course

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Foundation

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers etc. Below Sill

Below Sill level

Above Sill level

Providing weepholes in brick masonry/ stone, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia. AC pipe extending through the full width of the sloope of 1(V):20(H) towards drawing face complete as per drawing

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}

SRI CONSTRUCTIONS (BID ID -1466673)