Vellore District MGSMT 2022 23 Phase II Strengthenig of the road from From C.G.Road to Kathirikulam Road KM 0/0 2/400 Package No 05

Amount

STRENGTHENING THE ROAD FROM CG ROAD TO KATHIRKULAM ROAD IN KALLAPADI PANCHAYAT KM 0/0 - 2/400 (R-8)

Clearing the scrub jungles including cutting the scrub 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

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

Supply and Gritty gravel for basecouse and sideberms and labour including cost and conveyance of all materials to site anf labour charges etc

Supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc

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 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 for all including all cost and Convenyance for etc Complete

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 all including all cost and Convenyance for etc Complete

Providing and Laying Spreading and Compacting graded stone aggregate to BITUMINOUS MACADAM 50MM THICK including all Cost of materials labour Charges rental for machinery,fuel and all other incidental charges for etc Complete

Providing, laying and rolling of Close Graded Premix Carpet of compacted 20mm thickness using 0.0162cum of 13.20-11.20mm, 0.1404cum of 11.2-5.6mm, 0.0729cum of 5.60-2.80mm, 0.0405cum of 2.80mm and below (Type B) graded HBG metal using 17.86kgs of VG30 bitumen and 1.14Kgs of Waste Plastic for 10sqm including premixing at CMP, conveyance by tipper lorry, laying by paver finisher and rolling by Vibratory Roller including cost and conveyance of all materials, hire charges of all T&P all labour charges, fuel and and all other incidental charges etc., Complete as per specification using CMP as per clause 508 of MORTH Rev-5 with Plastic Wastage

Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface including all cost and Convenyance for etc Complete

Construction of Retainingwall at CH 700

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 size HBG metal including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Cement concrete 1:3:6 mix using 40mm size HBG metal including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height. For plague surfaces in all floors with all cross bracing wing mild steel of size 0.90cm x 60cm and 10 gouge stiffened welded with mild steel angles of size 25mmx 25 mmx 3mm for boarding laid over silver oak (C.wood) joined of size 10cm x 6.5cm dia spaced above 90cm center to center and supported by casuarinas propels from to 13cm dia spaced at 75cm center to center etc., complete complying with standard specification and as directed for the following items. (Below GL)

Plastering with Ceemnt Motor 1:5,20mm thick including Cost and Convenyance and all labour Charges for etc Complete

Construction of Retainingwall at CH 1/400

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 size HBG metal including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Cement concrete 1:3:6 mix using 40mm size HBG metal including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height. For plague surfaces in all floors with all cross bracing wing mild steel of size 0.90cm x 60cm and 10 gouge stiffened welded with mild steel angles of size 25mmx 25 mmx 3mm for boarding laid over silver oak (C.wood) joined of size 10cm x 6.5cm dia spaced above 90cm center to center and supported by casuarinas propels from to 13cm dia spaced at 75cm center to center etc., complete complying with standard specification and as directed for the following items. (Below GL)

Plastering with Ceemnt Motor 1:5,20mm thick including Cost and Convenyance and all labour Charges for etc Complete

Providing Barricade

Cost and Supply of Metal Cross Barricade for including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Construction of Box Culvert

Dismantling the Existing Reinforced Cement Concrete in the existing bridge and Clering away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officer including all labour and incidental Charges for etc Complete

Dismantling the Existing RR Masonry in the existing bridge and Clering away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officer including all labour and incidental Charges for etc Complete

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

Plain Cement Concrete M-15 Grade nominal mix 1:2:4 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 for LEVELLING COURSE BELOW BASE SLAB OF CULVERT (Without Centering).

Vibrated Cement Concrete M20 Grade NOMINAL MIX 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for PARAPET OVER CULVERT.

Vibrated Reinforced Cement Concrete grade M25 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost and labour charges including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification for BASE SLAB, SIDE WALLS AND TOP SLAB OF CULVERT

Vibrated Cement Concrete M20 Grade NOMINAL MIX 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for WING WALL (below Sill)

Vibrated Cement Concrete M20 Grade NOMINAL MIX 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for WING WALL (Above Sill)

Vibrated Cement Concrete M15 Grade NOMINAL MIX 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for PARAPET WALL

Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification.

Filling under the box culvert with Stone Dust to required thick below the foundation concrete including cost and conveyance of all material to site form any approved source satisfying the standard and specifications

Provision for H.M. stone

Provision for K.M. stone

60CM Equilateral triangale Traingle Cautionary Signboard

Providing Name Board cum Citizen Board

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}

N.S CONSTRUCTION