SPECIAL REPAIR TO ROAD FURNITURE, PATHWAY, INTERLOCKING TILES FROM STN HQ TO DIV HQ SQUARE AND SPL REPAIR TO INTERNAL ROADS OF 12 ELECTRONIC WARFARE BN AT JAISALMER MIL STN UNDER GE (A) JAISALMER

Amount

S&F in repairs 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/0.30 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 complete all as specified and directed by Engineer-in-Charge.

S&F in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed by Engineer-in-Charge.

S&F in repair 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 800 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 B-1, complete all as specified and directed by Engineer-in-Charge.

S& F in repair 75 cm dia Convex mirror mounted on metal sheet body and frame work suitable for road side mounted on angle iron (50 x 50 x 6 mm) for mirror bottom each 1.20 m high above GL and fixed with PCC 1:3:6 type C-2 and prepration of new complete complete all as specified and directed by Engineer-in-Charge.

M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed by Engineer-in-Charge.

Demolition of Concrete in ground floors and pavings not exc. 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.

M&L for 100 mm thick cement concrete 1:4:8 Type D-2 using 40mm graded stone aggregate as in flooring or mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for rubber moulded providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed by Engineer-in-Charge. Note : colour and design as approved by GE

Demolition of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge.

M&L for plain cement concrete 1:2:4, type B-1( 20mm graded stone aggregate) as in lintels upto 1.5m clearspan, cills, steps; seismic and other similar bands,plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed by Engineer-in-Charge.

M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge.

M&L for providing and laying at or near ground level factory made of size 300x100x300MM Jaisalmer stone kerb stone made in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge.

M&L for Preparation of old steel surfaces of any description over 10cm width or girth and applying of two coats of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and directed by Engineer-in-Charge.

Dismantling of road sign boards at any shape, type, size, sections incl taking out embedded portion in PCC/ natural ground and making good complete all as specified and directed by Engineer-in-Charge.

M&L cement concrete (1:3:6) type C-1 using 20mm graded stone aggt as in foundaton, filling, mass concrete and sub floors etc. complete all as specified and directed by Engineer-in-Charge.

S&F in repair stainless steel tube of 50mm dia (Grade-304) and thickness not less than 18 gauge including welding, jointing complete all as specified and directed by Engineer-in-Charge.

S&Fixed in repair stainless steel tube of 40mm dia (Grade-304) and thickness not less than 18 gauge including welding, jointing complete all as specified and directed by Engineer-in-Charge.

S&F in repair 2mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame . The letters approximately covering upto 50% area of the board complete all as specified and directed by Engineer-in-Charge.

Demolition of stone masonry built in cement mortar including coping of any description complete all as specified and directed by Engineer-in-Charge.

M&L 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. 20.00 here-in-before above but except stone complete all as specified and directed by Engineer-in-Charge. NOTE : Old serviceable stones retrieved vide Sl Item No. 19.00 shall be reused.

Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new plastered surfaces of walls and applying two coat of cement based paint over a coat of external primer complete all as specified and directed by Engineer-in-Charge.

M & L for Keyed pointing to random or polygonal rubble, uncoursed or brought upto coursein cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches soft /disentigrated sock not exceeding 1.5m wide and not exceeding 1.5m in deep for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soft /disentigrated rock complete all as specified and directed by Engineer-in-Charge.

Removing excavated rock to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.

S&F reinforced cement concrete pipes 300MM dia class NP-3, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.

M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 300mm bore pipe complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete (1:4:8) type D-2 using 40mm graded stone aggt as in foundaton, filling, mass concrete and sub floors etc. complete all as specified and directed by Engineer-in-Charge.

M&L cement concrete (1:2:4) type D-2 using 40mm graded stone aggt as in foundaton, filling, mass concrete and sub floors etc. complete all as specified and directed by Engineer-in-Charge.

M&L for Pre-cast cement concrete block masonry Type C-1 1:3:6 (20 mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in CM (1:6) complete all as specified and directed by Engineer-in-Charge.

M&L for 15mm thick cement plastering in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished fair & even without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for stone boulder pitching laid grouted with cement and sand mortar 1:6 hand packed tightly complete all as specified and directed by Engineer-in-Charge.

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 preparing of unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engineer-in-Charge.

M&L for providing 75 (compacted thickness) WBM with coarse aggregate (granite, trap or basalt) of grading 2 (size 63 to 40mm) or grading 3 (size 50 to 20 mm), spread, rolled and consolidated to gradient and camber required with power roller 8 to 12 Tonne required as in berms, footpath etc complete all as specified and directed by Engineer-in-Charge.

M&L for Premix bituminous macadam of paving bitumen of VG-30 grade confirming to IS-73-2006 with 4% binder content by weight of total mix, any penetration laid /rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) complete rolling to uniform smooth surface with 8 to 10 ton power road roller complete all as specified and directed by Engineer-in-Charge.

M&L for preparing of unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engineer-in-Charge.

M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2 to 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 complete all as specified and directed by Engineer-in-Charge.

M&L for Bituminous premixed semi-dense asphaltic concrete 40mm thick (consolidated thickness) in single layer with 5.5% binder (Paving bituminous VG-30 grade) content , mixed in hot mix plant using design mix and laid by mechanical paver and rolled and compacted with using 8 to 10 tonne cap vibratory power roller to achive the required compactness, camber and gradien finish complete including (cutting of edges of road straight and site clearance) etc complete all as specified and directed by Engineer-in-Charge.

M&L for marking 2 mm thick of 01 coat of painting lines, center in stop line, dashes, arrows, letters, zebra crossing, speed breakers etc on roads pavements and the like not exc 15 cm wide with road marking paint, white or golden yellow as per IRC pattern with thermo plastic paint of approved make and mix with 8% mica sign applicator machine, complete with traffic diversion arrangement complete all as specified and directed by Engineer-in-Charge.

BHAGWATI CONSTRUCTION (BID ID -3333673)

M/S R B CONSTRUCTIONS (BID ID -3347736)