1247/MP05701 (BW)/Bhopal

Road/Bridge Work

Construction/Upgradation of Rural Road and CDs under Package No. MP-05701 Balance work (Offer Based on SSR issued by MPRRDA Effective from 05.11.2019.) as per detailed BOQ attached in Annex-II A.

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MPRRDA,PIU Bhopal

Bill of Quantity

Details for the Percentage(%) Rate Tender

Based on SSR 05.11.2019

District :- Bhopal PIU :-Bhopal, Package No. :- MP-05701 Balance work

Berasia

Berasia

Total

Amount of Construction Cost

Amount of Mantenance Cost

Total Amount of PAC

(i) Girth above 300 mm to 600 mm

(ii) Girth above 600 mm to 900 mm

Excavation in cutting in soil with lead upto 50m:--Excavation for roadway in soil for caryying of cut earth to embankment site with all lift and lead upto 50m as per technical specification clause no. 302.3

Wet Mix Macadam. Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricating and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Cement Concrete Pavement (CC M-30 without dowel bars) & without joints Construction of un-reinforced, 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 aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation. Including admixtures as approved, curing of concrete slabs for 14-days,

(A) 900 mm equilateral & triangle

(B) 600 mm Circular

(C)800 mm x 600 mm rectangular

(D)600 mm x 450 mm rectangular

(E) 600 mm equilateral & triangle

(F) 900 mm High Octagon

Providing and Fixing 'citizen's information board' of PMGSY Project Providing and fixing of typical PMGSY CITIZEN'S INFORMATION BOARD with Logo as per MORD specifications and drawing, made of 75mm square or 75mm dia. circular steel tube of 12 SWG 3.2 m hight and cross member 2 Nos. 1m long, fixed with Angle iron 50 x 50 x 5 mm MS angle on the back side 2Nos vertical and 4 Nos horizontal. It is mounted by 2 plates of 1.6mm thick and size 900 x 750 mm, the pipe shall be erracted on 600 x 600 x 750 mm foundation blocks at appropriate depth made of cement concrete 1:2:4, painted by standard color as per drawing with lettering, border, heading and logo etc. using sinthetic enamel paint of superior quality and all details as per standard drawing of PMGSY including welding, excavation, concreting, painting of base, border and lettering, painting cross section of road and other required details etc complete as directed by engineer-in-charge for any type of board wheather for flexible pavement or concrete pavement as prescribed for PMGSY.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. This item for edge line only and to be executed with prior written permission of CGM

Speed Braker (For 9.0 Mt Formation Width (5.50 carriage way width)) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral retro reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete on flexible or rigid pavment and as directed by engineer in charge as per relevant clauses of MORD specifications.

Road Markers/Road stud with lens reflector Providing and fixing of road stud 100x100mm, die cast in aluminium, resistant to corrosive effect salt and grill, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30mm up to a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873) Part4) 1973. (with written permission of regional CGM)

Road Delineators Supplying and installation of delineators (roadway indicators, hazard markers, object markers), 80-100cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.

Retro Reflective Tape Providing & fixing in position red retro reflective tape 40-50mm wide of approved quality at trees, eclecticpoles, CD/Bridge parapet etc or any type of hindrance/obstructions. The tape should be fixed preferably at 1 m above ground level {(i). with minimum three rounds in bands with spacing 150 mm to 200mm c/c (ii) or in shape of straight strips with spacing 150mm to 200mmc/c} as per requirement and direction of engineer incharge.

CD Work

(B) Above 600 mm to 900 mm dia Hume pipe

(C) Above 900 mm dia Hume pipe -

Supplying, fixing and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

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 and technical specification Clauses 614, 709, 1206.6

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I)Stone/Boulder

Providing and laying Filter Material underneath pitcing in slopes complete as per drewing specifications Clause 1302

Guard stones Providing and fixing guard stones on curves or at any other place as directed by engineer incharge made of 220 X220X1000 mm hammer dressed stones and fixed 400mm into the ground in morum and broken agreegates block of size 500X500X500mm and painted with white and black bands in 2 coat with redimix enamel paint including excavation of pit etc. complete.

Total Construction Cost

Proposed maintainance Rates for 5.5 m Carriage way Roads BT

Maintenance of Road for Ist Year after Construction

Maintenance of Road for IInd Year after Construction

Maintenance of Road for IIIrd Year after Construction

Maintenance of Road for IVth Year after Construction

Maintenance of Road for Vth Year after Construction

Proposed maintainance Rates for All Carriage way Roads CC

Maintenance of Road for Ist Year after Construction

Maintenance of Road for IInd Year after Construction

Maintenance of Road for IIIrd Year after Construction

Maintenance of Road for IVth Year after Construction

Maintenance of Road for Vth Year after Construction

Total maintenance cost

GENERAL MANAGER

MPRRDA,PIU

Bhopal