PROVN OF ROAD STRETCH APPROX 160 MTR FROM BLDG NO NP-89 TO OUTER BOUNDARY WALL OF THE UNIT NEAR GATE NO 07 AT 874 AT BN ASC UNDER GE (NORTH) UDHAMPUR

Amount

Surface excavation not exc. 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified.

Removing excavated material exc. 250m and depositing where directed at a level n exc. 500 m above the starting point, complete all as specified and as directed.

Rolling and consolidating formation surfaces in cutting to required camber and gradient with 8 to 12 tonne power roller, complete all as specified and as directed.

Soling (or sub base), 150 mm thick (spread thickness), with broken boulders or quarried stone (granite/ basalt) including filling of interstices, surface formed and rolled and consolidated to required gradient and camber with power roller of capacity 8 to 12 tonne, complete all as specified and directed.

150mm thick (Compacted thickness) WBM in two equal layers 75mm (each layer compacted seprately) with coarse aggregates of grading 2 (63 to 40mm size) or of grading 2 (50 to 20mm size) of granite, trap or basalt spreading and compaction with 8 to 12 tonne power roller and consolidated to required gradient and camber complete all as specified and directed.

Preparing un-surfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc., and applying evenly a priming / tack coat on un-surfaced water bound macadam surfaces with paving bitumen primer using bitumen VG-10 paving grade ( 80 -100 penetration) @ 10 Kg per Ten Square Metre with tar boiler and including Bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.5% paving bitumen using bitumen VG-30 paving grade ( 50 -70 penetration) binder content by weight of total mix rolled and compacted to required camber and gradient, complete, all as specified and as directed.

Note for item No. 3 to 6 : (a) Preparation of mix in hot mix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out. Hot mix plant may be installed at any distance but the contractor shall be responsible for maintaining the required temperature of mix under all conditions till it is laid and compacted. Unit rate against these items shall include for carrying out the works with deployment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable on this account. (b) To achieve marshal stability of 1050 KN and all as per SSR Part-I Clause No. 20.B.4. (c) If qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs 60.00 Per Kg and if qty of binder contents is more than the qty as specified in respective items of BOQ no adjustment shall be made.

Making trip straight line, zebra crossing and stop lines not less than 2.5 mm thick with hot applied thermoplastic road marking paint of approved brand (white or yellow) including admixture layer of glass beads confirming to BS-6088 and MOST specification by using automatic mechanical road marking machine including cleaning of all dirt, scales oil, grease and foreign material etc. complete, all as specified and as directed.

Supply and fixing Cat eye reflective type of metal body alloy of size 100mm x 100mm x 20mm with PMMA striplens reflector of model No. DA-972 fixed with and incl MS stud of suitable size as per manufactures instructions., complete all as specified and directed.

Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed.

Providing, pre-cast cement concrete 1:2:4 type B-I (20mm graded) as in kerb stones and in similar works bedded and jointed in cement morter 1:6, complete all as specified and as directed. (Size : to be approved by Engr-in-Charge)

Providing precast cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry/ kerbs), string courses, copings. kneelers, apex stones, pier aps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair aces, including chamfers, weatherings, throat- ing etc. and setting in cement mortar 1:4, complete with joints to match, complete all as specified and as directed.

Metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed.

jyoti parkash sharma (BID ID -3122138)

SINGH CONST CO (BID ID -3121490)

takashdeep traders (BID ID -3121635)