Vellore District Strengthening of the Road from CC Road To Dharmapuram Road KM 0/0-3/010 in Sathupalayam in Kaniyambadi Block (P.No.08/13) of Vellore Dt under NABARD RIDF- XXX 24-25 .(R154) Package No 08

Amount

Vellore District Strengthening of the Road from CC Road To Dharmapuram Road KM 0/0-3/010 in Sathupalayam in Kaniyambadi Block (P.No:08/13) of Vellore Dt under NABARD RIDF- XXX 24-25 .(R154) Package No 08

Clearing and Grubbing Road Land Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete

Picking 5 cm to 10 cm old metalled surface and sectioning including all Cost and Convenyance for all Cost etc Complete

Excavation in Soil using Hydralic Excavator and Tippers with disposal upto 1000m for roadwork in soil and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Tecnical Specification Clause 302.3

Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Filling with cut Earth )

Gravel Shoulder Collectiona 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

WET MIX MECADAM 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

PRIMER COAT Applying PRIMECOAT over WMB/WMB surface at 7.00kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying hire charges for bitumen sprayer etc., complete

TACK COAT Applying TACK COAT over Primed WMM surface at 2.5kg of Rs-1 Bitumen Emulsion / 10sq.m including labour for spraying hire charfes for bitumen sprayer etc., complete

Bituminous Concrete Providing and laying bituminious concrete to 40mm thick using 0.13 cum of 19.00-9.50mm. 0.17 cum of 9.5-2.36 and below with 50.3kgs of BG30/BG40 heating the bitumen and aggregates to required temperature and mixing then in required temperature in central hot mix plant 20-30 ton capacity,carrying 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 tons vibratery / phenumatic

Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface KM 0/000-6/450S

Providing and Fixing of Cautionary, mandatory And Informatory sign Board Providing and fixing of Retro Reflectorisedn Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09, Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm X 25mm X 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm X 6mmfirmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm X 45cm X 60cm below Ground Level etc Complete including 7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec No.801)

Provision for K.M. stone

Provision for H.M. stone

Provision for Guard. stone

60CM Equilateral triangale Cautionary Signboard

Provision for 60 cm Circle(MANDATORY SIGN)

Provision for Chevron

Provision for Road Marker/ Road stud with lens Reflector

Construction of 1.50m Span Culvert at Ch. 750

Earth work excavation for foundation soil as per SS 20 B for foundation.

Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

Below sill

Above sill

Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.

C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

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

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

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

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.

Construction of Retaining Wall at Ch 2560-2700

Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items

Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

Cement Concrete Pavement Ch 0/910

Earth work excavation for foundation soil as per SS 20 B for foundation.

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

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)

WET MIX MECADAM 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

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

Below sill

Above sill

Construction of un-reinforced,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 an for etc

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 carriageway width of 3.00m & 3.75m

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}

DCN CONSTRUCTIONS (BID ID -1235520)