Strengthening of KK road to Asoor Mandapathu Road Km 0/0 - 0/760 at Asoor Panchayat in Kanchipuram Block of Kancheepuram District PKG.No.TNKPM-01/MGSMT/2024-25 under MGSMT 2024-25

Amount

Strengthening of K.K Road to Asoor Manadapathu Road Km 0/0-0/760 in Asoor Panchayat in Kancheepuram Panchayat Union Estimate Amount Rs.48.46 Lakhs

Clearing the Scrub jungle including all labour charges for burying and burning etc., Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs, saplings and trees of girths up to 300mm, removal of stumps of such trees cut Earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. complete

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

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 of Bituminous mecadam 50mm thick including cost and conveynace etc,. Complete.

Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,

BC 30 mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 30mm 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 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 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, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete

Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous surface

Provision for HM Stone etc complete

Provision for Sign board.60 CM

Cost of reflectors

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, stiff black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B

Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete

Below Sill

AboveSill

Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete

Cement Concrete 1:2:4 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Reinforced Cement Concrete 1: 1 1/2: 3 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Supplying and fabricating and placing in position of Mild /Tor steel for all RCC works as per the design given including cost of all steel,binding wire and labour forfabrication etc.,complete complying with standard specification

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall & Deck Wall

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

Providing and fixing 20mm Bituman pad Between Bed Block & Dirt Wall

Providing weepholes in brick masonry/ stone masonry,plain/ reniforced concrete abutment,wing wall,retrun wall with 100mm dia AC pipe extending through the full width of the Structure with slope towards drawing face complete

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, stiff black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B

Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete

Below Sill

Provision for Name board

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}

V.MUGUNDHAN (BID ID -1080509)