MP37WB02 (BW)/Sheopur

Road/Bridge Work

Construction/Upgradation of Rural Road and CDs under Package No. MP37WB02 B/W (Offer Based on SSR issued by MPRRDA Effective from 01-09-2017.) as per detailed BOQ attached in Annex-II A.

MPRRDA PIU Sheopur

(Bill of Quantity)

Details for Percentage (%) Rate Tender SSR 01.09.2017

District- Sheopur PIU-1 Sheopur Package No MP37WB02 (B/W)

Vijaypur

Vijaypur

Vijaypur

Vijaypur

Vijaypur

Sheopur

Sheopur

Karahal

Karahal

Karahal

BT Length

Construction Cost

Maintenance Cost

Total PAC for Package

Length :-

SOR No

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.

Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502

Cement Concrete Pavement :- (CC M-30 Without Dowel Bar) Construction of un-reinforced, plain cement concrete pavement, thickness as per esign, over a prepared sub base, with 43 grade cement or any other type as perClause 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 appropriateweigh 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 leveling the formwork as per drawing), spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrator and finished in continuous operation including provision of transverse joints as per MORD 2014 Clause No.1501.8.1., admixture as approved, curing of concrete slab for 14 days Using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification Clause No.1501.

Cement Concrete Slab Construction of un-reinforced 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 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 provision of contraction and construction joints, applying debonding strips, primer, sealant, approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days.

Providing and Fixing 'citizen's information board' of PMGSY (CMGSY) 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.

Supplying, fixing and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per genaral note, drawing and technical specifications Clauses 800 and 1206.3

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

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 / RCC M-15 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

Inaugration, DPR Prepartion & electric pole shiftime Amount

G.Total :

G.Total with GST

Cost of Annual Maintenance for five years after completion of project will be estimated as per the PMGSY Guidelines. Different activities of ordinary repairs are done as and when.

Amount Required for maintenance of Road for five years after completion of Project.

1st Year @ 30500 Rs/KM

2nd Year @ 35800 Rs/KM

3rd Year @ 50400 Rs/KM

4th Year @ 57800 Rs/KM

5th Year @ 65300 Rs/KM

Total five year routine maintenance cost for BT Road: -

Amount Required for maintenance of Road for five years after completion of Project.

1st Year @ 24500 Rs/KM

2nd Year @ 24500 Rs/KM

3rd Year @ 24500 Rs/KM

4th Year @ 24500 Rs/KM

5th Year @ 24500 Rs/KM

Total five year routine maintenance cost for CC Road: -

Total five year routine maintenance cost for BT+CC Road: -

Total Maintenace Amout with GST

G. Total with Maintenance + GST

Sub Engineer/Astt. Manager

MPRRDA PIU Sheopur