Dindigul Dist - TNRRIS - 2020-2021 - Natham block road works TN-05-07

Amount

Part 1 : Improvements to the road from Mangalapatti to Kambiliyampatti via Muthampatti km 0/0-2/36. Estimate Amount Rs.113.00 Lakhs

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

Picking the existing metal surface and sectioning undulations including all incidential charges etc., complete in charges etc complete

Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305.

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction

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.

Applying Tack coat over Primed WMM surface at 2.50 Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 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 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete

Providing and laying premix carpet with seal coat type 'A' 20mm consolidated thickness using IRC size machine broken HBG metal 0.18 cum of 13.2mm and 0.09 cum 11.2mm with 14.60kg of 10 sqm for seal coat including cost and conveyance of all materials from approved quary to worksite and stacking them to departmental quaug for premeasurement including cost of bulk bitmen which will be supplied departmentlly at section store and the cost of which will be recovered at the rates as specified in the special condition appended here with and including conveyance of bulk bitmen to work spot handling charges for the same at both ends including labour charges for heating the bitmen to required quantity of metal and bitmen using mini hot mix plant conveying the mix by wheel borrows including labour charges for spreading the mix to greades, lines and profiles and consolitating with power rollar rolling etc.,

Supply of Kilometre stone of size 1.65m x 0.45 x 0.15m including all charges etc.,

Supply of Hectametre stone of size 0.90 x 0.15 x 0.15 metre

Provision for Name board

Provision for Sign board

Construction of RCC slab Culvert @ 0/0-1/0

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed - Below sill

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. - Above sill

Supplying and Fabricating and placing in position MS steel or ribbed for 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.

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle - Sub Structure

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle - Super Structure

Plain Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1:1.5:3 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 providing fixtures like fan clamps in the RCC floor or roof slabs wherev

Backfilling the excavated earth for filling between wall including all cost and coveyance and excluding stacking charges etc., complete.

Providing weepholes in brock work masonry reinforced cement concrete with 100mm dia AC Pipe

Provision for Expansion joint inbetween the dirt wall & Deck in abutment and inbetween deck in Pier in standard specification

Providing and laying Kraft Paper barring between deck slab and bed block to the full width of seating

Providing Retaining wall

Earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per SS20A

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle

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}

Part 2 :Strengthening of the Road from P.Thethampatty to Asaripallam km 0/0-2/2. Estimate Amount Rs.59.40 Lakhs

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

Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305.

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

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction

Providing and laying Water Bound Macadam Grading - II of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm

KM 0/0 - 1/0 Bell mouth

Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm

KM 0/0 - 1/0 Bell mouth

Applying tack coat over WBM surface (not treated with primer) using 4Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.

KM 0/0 - 1/0 Bell mouth

Providing and laying premix carpet with seal coat type 'A' 20mm consolidated thickness using IRC size machine broken HBG metal 0.18 cum of 13.2mm and 0.09 cum 11.2mm with 14.60kg of 10 sqm for seal coat including cost and conveyance of all materials from approved quary to worksite and stacking them to departmental quaug for premeasurement including cost of bulk bitmen which will be supplied departmentlly at section store and the cost of which will be recovered at the rates as specified in the special condition appended here with and including conveyance of bulk bitmen to work spot handling charges for the same at both ends including labour charges for heating the bitmen to required quantity of metal and bitmen using mini hot mix plant conveying the mix by wheel borrows including labour charges for spreading the mix to greades, lines and profiles and consolitating with power rollar rolling etc.,

KM 0/0 - 1/0 Bell mouth

Supply of Kilometre stone of size 1.65m x 0.45 x 0.15m including all charges etc.,

Supply of Hectametre stone of size 0.90 x 0.15 x 0.15 metre

Provision for Name board

Provision for Sign 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}

K.SUBRAMANI