Package No. 31

Clearing Scrub Jungle with uprooting including all cutting charges and depositing oftheproducts and clearing as directed by the departmental officers including all labour charges etc., complete.

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift sand leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 mas per Technical Specification Clause 303.1.

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS Km 0/0-1/000

Picking the existing metal surface 7.5 cm much removing the picked up stuff to the sides, collection all useful metal leveling and sectioning to p camper power roller ansolidation by power roller etc.,

Providing and laying spreading and compacting graded stone aggregate toWet Mix Macadam(WMM)150 mm thick,including premixing the material with water at OMC in machanical mix plant carriageof mixed material by tipper to site laying in uniform layers 250mm thick with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5

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

Providing and laying Tack coat over WMM surface (treatedwithprimer) 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.,

Providing and laying Bituminous Concrete to 25 mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying themix by tipper trucks to paver site,spreading the mix to uniform thickness of 40 mm with mechanical paver to the specified grade sand cross section sand consolidated by 8-10 tonne Vibratory to the required density etc.,including labour for attending to paver to siteetc., including hirecharges and fuel charges for 20-30 t CMP withbitumenboiler, tipper trucks,PaverFinisher,Vibratoryrollerandallother tools and plant required, including fuel and all other incidental charges etc., completeas per specification using CMP as per clause507 of MORTH Rev-5

Rumle

Supplying and Fixing of HM stone etc 0.65x0.15x 0.10

Supplying and Fixing of KM stone etc1.26 x 0.35 x 0.25

Retro- Reflectarised traffic signs (with definition board) Type IV

60cm Equila tral Triangle Sign Board

80cm x 60cm Rectangular Board

CC Pavement Ch. 165m

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation with

Plain Cement Concrete 1:4:8 Using 40 mm HBG metal for basement and flooring layers not more than 15cm thick including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification.

Cenetering Shuttering including necessary support for plane surface in foundation and Basement and in all floors usingmild steel sheets of size 90x60 cm and 10 gauge stiffened , welded with steel angles of size 25mmx 25mmx3mm for boarding laid over silver

Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification

Construction of un-reinforeced, dowel jointed at expansion 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 aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design, lain in approved fixed side form work (steel channel, laying and fixing of 25 micron thick polythene film, wedges, steel plates including levelling the formwork a sper drawing), spreading the concrete with sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including including provsion of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construciton joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501.

Maintenance of the road

Towards the charges for routline maintenance of the road work executed under NABARD 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)

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