REPAIR AND RESURFACING OF ROAD, INCLUDING INTERNAL AND EXTERNAL ROADS OF 12 ARTY AND 140 ARMD BDE-II UNDER GE (A) OF MILITARY STN JAISALMER

Amount

M&L for Bituminous premixed semi-dense asphaltic concrete 30mm thick (consolidated thickness) with 5.5% binder (Paving bituminous VG-30 grade) content by weight of total mix and rolled with 8 to 10 tonne power roller and compacted to required camber and gradient including applying evenly a tack coat of Cationic Bitumen emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified as specified and directed by mechanical sprayer complete all as specified and directed. Note : Repair of road to be carried out in Patches.

M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces exceeding 50mm and not exceeding 100mm deep in area exc 400 sqm including applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed by mechanical sprayer complete all as specified and directed by Engineer-in-Charge.

M&L for premix bitumen macadam with pavment bitumen (VG-30) content 4.50 % by weight of total mix laid by mechanical mixer paver /rolled compaced & rolled to required gradient and camber with 8 to 10 tonne capacity power roller (consolidated thickness of BM 75 mm or less) complete all as specified and directed by Engineer-in-Charge.

M&L for Bituminous premixed semi-dense asphaltic concrete 30mm thick (consolidated thickness) with 5.5% binder (Paving bituminous VG-30 grade) content by weight of total mix and rolled with 8 to 10 tonne power roller and compacted to required camber and gradient including applying evenly a priming tack coat of cutback bitumen RC- 70 217 at a rate of application of 0.2-0.3 kg/sqm on bituminous as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engineer-in-Charge.

M&L for preparing bituminous surface of road and marking 2.50 mm thick centre lines, stop lines, dashes, arrows etc and the like n exc 10 cm wide on roads pavements with hot applied thermo plastic road marking paint with glass beeds of approved colour conforming to BS 3262 -1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed by Engineer-in-Charge.

S&F in repairs cat eye solar two side reflective type of metal aluminium stud body alloy of size 100mm x 100mm x 20mm with PMMA strip lens reflector of Model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions fixed with epoxy complete all as specified and directed by Engineer-in-Charge.

S&F in repairs solar cat eye aluminum alloy shall (100% water proofing design according to IP 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono crystalline solar panel 2.4V/ 0.3 watt one NI-cd rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 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 by Engineer-in-Charge. Note :- Dealineator to be of solar type as approved by GE.

Dismantling floor tiling as approch in any nature including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.

Demolition of concrete in ground floors and paving n exc 15cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.

M&L for 75 mm thick cement concrete type D-2, 1:4:8 (40mm graded crushed stone aggregate) as in sub base of flooring complete all as specified and directed by Engineer-in-Charge.

M&L for sand filling 25mm thick under floors or in foundations inc. watering and consolidation complete all as specified and directed by Engineer-in-Charge.

M&L for machine pressed precast concrete inter locking paver blocks of any shape and size confirming to IS 15658-2006 of 60 mm thick M-35 grade with grey cement and pigment complete all as specified and directed by Engineer-in-Charge.

Fixing only machine pressed precast concrete inter locking paver blocks of any shape and size confirming to IS 15658-2006 of 60 mm thick M-35 grade with grey cement and pigment but except tiles complete all as specified and directed by Engineer-in-Charge. Note :- Inter locking paver blocks obtained from serial item No. 9.00

M&L for providing precast cement concrete 1:3:6 Type C-1 (20mm graded stone aggregate) as in Coping for stone walling), Roof covering laid in slope, etc including necessary formwork and weathering, slightly rounded or chamfered angles and throating, set in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for 100 mm thick cement concrete type B-2, 1:2:4 (40mm graded crushed stone aggregate) as in hard standing complete all as specified and directed by Engineer-in-Charge.

Demolition of brick masonry or stone masonary/boulder masonary (Jodhpur type) built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework complete all as specified and directed by Engineer-in-Charge.

M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

All as per Item No 18.00 here-in-before but except stone complete all as specified and directed by Engineer-in-Charge. Note :- Stone obtained from serial item No. 17.00

Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge held against the dressed surface not exc 40mm to face and dressing face beds and joints as specified to random rubble walling, Jodhpur type, brought upto courses complete all as specified and directed by Engineer-in-Charge.

M&L for flush pointing to squared rubble masonry, uncoursed or brought upto courses in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

Demolition ofstone sett of any description or any thickness etc complete all as specified and directed by Engineer-in-Charge.

M&L for 100 mm thick cement concrete type D-2, 1:4:8 (40mm graded crushed stone aggregate) as in sub base of flooring complete all as specified and directed by Engineer-in-Charge.

M&L for Stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and directed by Engineer-in-Charge.

GEMRARAMCONTRACTOR

M/S HARIOM CONSTRUCTION COMPANY

M/s PRABHU DAN DETHA AND COMPANY