SPL REPAIR TO ROAD FROM VALMIKI CHOWK TO MG ROAD AND PROVISION OF BITUMINOUS ROAD AND CONNECTING PATHWAY FROM BLOCK P156 TO P161 AT OGFA UNDER GE WEST LUCKNOW

Amount

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft loose soil complete all as specified and directed.

M & L for 150mm thick spread thickness soling with coarse aggregate of grading (100 to 63mm size) with broken boulders or quarried stone (granite/basalt) inter stices filled, surface formed and rolled & consolidated to required graidient & camber complete all as specified and directed.

M & L for 150mm thick in two layers (each layer 75 mm thick) (Compacted thickness) WBM with coarse aggregate of granite or basalt or trap of grading 2 (63 to 40 mm size) grading 3(50 to 20 mm size) spread, rolled and consolidated to gradient and camber required with trap or basalt stone complete all as specified and directed.

M & L for preparing unsurfaced water bound macadam surface 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 and applying evenly a priming/tack coat on WBM surface with bituminous primer at 10 Kg per 10 Sqm with paving bitumen grade VG-10 complete all as specifed and directed.complete all as specified and directed.

M&L for Bituminious Premix Semi dense Asphaltic concrete 40mm consilidated thickness with 5.50% binder content by weight of Total mix, rolled and compacted to required camber and gradient using tandem road Roller (8 to 12 tonne) complete with paving Bitumen VG-30 (50-70 penitration) complete all as specifed and directed.

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 5 mm), including making drainage opening wherever required complete all as specifed and directed.

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.

Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth in soft/loose soil for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of pipe / cables etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed.

M & L for 300mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars with concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in CM 1:3:6 type C-2 complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.

Removing excavated material (soil) exc. 250m but not exc 500m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

M&L for Cement concrete type D-2, 1:4:8 ( 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.

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

M & L for brick work using fly ash brick conforming to IS-12894:2002, Non Modular, class designation 7.5, straight or curved on plan, exc 6.0 m mean radius, built in CM 1:4 complete all as specified and directed.

M & L for 15mm thick rendering on brick work in CM 1:4 finished even and fair and applying two coats of cement base paint over a coat of alkaint primer complete all as specified and directed.

M & L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.

M & L for Plain Cement concrete Type B1 1:2:4 (20 mm graded stone aggregate) as in copings, and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.

M & L for earth filling in floor or pavings, laid in layers not exc. 15 cm thick including spread, levelled well ramming and watering as required complete all as specified and directed.

M&L Hardcore of broken stone boulders guage exc 63mm but n exc. 100 mm, deposited,spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surfaccomplete all as specified and directed.

M&L for premix bituminous macadam with 4% binder content by weight of total mix laid/rolled and compacted to reqd gradient and camber (consolidated thickness 75mm or less) using tandam road roller with paving Bitumen VG-30 (50-70 penitration) complete all as specifed and directed.

M&L for preparing black top surface by brushing with wire brushes for removing caked mud etc. using mechanical compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 (80-100 penitration) @ 5.00 kg per 10 sqm complete all as specified and directed.

M&L for Bituminious Premix Semi dense Asphaltic concrete 30mm consilidated thickness with 5.50% binder content by weight of Total mix, rolled and compacted to required camber and gradient using tandem road Roller (8 to 12 tonne) complete with paving Bitumen VG-30 (50-70 penitration) complete all as specifed and directed.

Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65mm 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.

Supply and fixing 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.

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.

BHARAT ASSOCIATES PVT LTD

M/s Bipin Construction

M/s Ram Singh Agarwal

M/S SHIVA CONSTRUCTION