Rural Development And Panchayat Raj Department Tender

construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site ,spreading grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per Technical specification clause 303.1

construction of Granular Sub base by providing well graded material (25mm 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 liqiud 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 apporoved plans or as directed by the enginner (Mix -in Method)

KM 0/0- 1/0

KM 1/0 - 2/0

Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.

KM 0/0- 1/0

KM 1/0 - 2/0

KM 1/0 - 2/050

Providing and laying of prime coat using Emulsion at the rate of 7 Kg per 10.00 square meter over the WMM surface preparatory to another bituminous construction over it.

KM 0/0- 1/0

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.,

KM 0/0- 1/0

Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5

KM 0/0- 1/0

KM 1/0 - 2/0

KM 1/0 - 2/050

Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading,watering and compacting by power roller Bituminous macadam based on job mix formula mixed in hot mix plant of drum type in one layer for overlay as shown in drawing using paving Bitumen 60/70 penetration grade as per IS 73 and aggregates conforming to grading 50mm thick

KM 0/0- 1/0

KM 1/0 - 2/0

KM 1/0 - 2/050

Providing and fixing name board cum citizen Board

Providing and fixing of Retro Reflectorised cautionary,Mandatory sings 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 on back support Frame of 25mmx25mm x3mm Mild steel angle iron post 75mm x 75mm x 6mm firmly 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 warrranty for the Retro Reflective sheeting as per clause 6.9 of IRC 67-2010 specification (as per MORT & Spec.No.801)

(i) 60 cm Equilateral Triangle (Cautionary) sign Board

(ii) 60 cm Circular (Mandatory) sign Board

(iii) Road Marking with hot applied thermoplastic compound with hot applied thermoplastic Bitumnuous Surface

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

(i) Ordinary Kilo metre stone (Precast)

(ii) 200 m stone (Precast)

Maintenance of the road

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 IRCSP- 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 the First Year from the date of completion of work

For the Second Year from the date of completion 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 & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)