MP10UPG022/Dewas

Construction of Rural Roads / CDs Works under Upgradation Package No. MP10UPG022 (Offer Based on SSR issued by MPRRDA w.e.f 01-01-2024 as per detailed BOQ attached in Annex-II A.

Please Enable Macros to View BoQ information

MPRRDA,PIU - DEWAS

Bill of Quantity

Details for the Percentage(%) Rate Tender

Based on SSR w.e.f. SSR 01/01/2024)

District :- DEWAS PIU - DEWAS Package No. :- MP10UPG022

KANNOD

Total of Roads Length (in Km)

Amount of Construction Cost

Amount of Maintenance Cost

Total Amount of PAC

A. Reference benchmark/working benchmark (As per drawing annex-I)

B. Reference piller (As per drawing annex-I)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

a) In area of non-thorny jungle

Scarifying the existing Bituminous road surface up to a depth of 50 mm and disposal of scarified material as directed by Engineer-in-Charge with a lift upto 3 m as per Technical Specification Clause 301.3

loosening,levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150mm,mixed with water at OMC and than compacted by rolling so as to achive minimum dry density as given in Tables 300.1and 300.2 for embakment construction as per technical specification clause 301.5.4

Excavation of embankment, sub-grade and drain consisting of excavation, removal and satisfactory disposal of all excavated materials including hauling to sides of embankment and subgrade construction as also the disposal of unsuitable materials in specified manner and the trimming and finishing of the road to the specified dimensions i/c all lifts, lead upto 1000 meters including dewatering, shaping and excavation in marsh and complete disposal of all muck as per clause 302. for all types of soil i/c moorum gravel etc. as directed by the Engineer-in-charge Excavation for Side Drain

Construction of embankment, subgrade & earthen shoulders with approved material obtained from borrow pits i/c all leads and lift and removal of top soil if any, including cost of land as a source of material, transporting to site, spreading, graded by motor grader to required slope and compacting using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 including all leads, as per Technical Specification Clauses 301.4, 301.5, and 303. For widening of road qty 400 cum/km

Hard Shoulders

WBM Grading 2 with crushable Screening

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.

Seal Coat -Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 508, (Type B VG 30)

NP2 Pipes 300 mm dia 14.00 m Length @ 200m

NP3 Pipes 600 mm dia 10.00 m Length @ 500m

NP3 Pipes 600 mm dia 10.00 m Length @ (on the Ramp)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Speed Braker (For 7.5.0 Mt Formation Width (3.75M 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.

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 including excavation of pit etc. complete.

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.

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.

Civil work Construction Cost Rs.

Maintenance Cost Rs.

Total PAC for package Rs.

Total Maintenance Cost

Total Maintenance Cost

Total Maintenance Cost

Genral Manager

MPRRDA

PIU - DEWAS

MPRRDA,PIU-DEWAS

Details for the Percentage(%) Rate Tender

(As per SSR w.e.f. SSR_01-01-2024)

District :- DEWAS PIU - DEWAS, Package No. :- MP10UPG022

Kannod

Total of Roads Length (in Km)

Amount of Construction Cost

Amount of Maintenance Cost

Total Amount of PAC

Geneeral Manager

MPRRDA,PIU-DEWAS