CWE/P-70/2025-26

Amount

M&L for surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and as directed.

M&L for rolling and consolidating formation surfaces in cutting with 8 ton to 12 ton power roller to required compaction, complete all as specified and as directed.

M&L for 150mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber rolled with 8 ton to 12 ton power roller and consolidated to required gradient and camber, complete all as specified and as directed.

M&L for 150mm thick (compacted thickness) WBM in two layers of 75mm thick each layer, with coarse aggregates of limestone, sand stone, flint or quartzite stone of grading 2 (63 to 40mm size) or 3 (50 to 20mm size), spread,watered, rolled and consolidated to gradient and camber required rolled with 8 ton to 12 ton power roller and consolidated to required gradient and camber, complete all as specified and as directed.

M&L for Preparing the newly water bound macadam surface by brushing with wire brushes for removing caked mud vegitation grass etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 @ 10 Kg / 10 Sqm etc complete all as specified and as directed.

M&L for Preparing the existing black top surfaces by brushing with wire brushes for removing caked mud vegitation grass etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 @ 5 Kg / 10 Sqm etc complete all as specified and as directed.

M&L for premix bituminous macadam (design mix) with 4% of binder content by weight of total mix using paving bitumen VG-30 mixed in mechanical hot mixed plant and premixed material laid with mechanical paver finished including rolling to required camber and gradient (consolidated thickness 75 mm or less) with 8 to 12 tonne power roller to required compaction, complete all as specified and directed. Note: Contractor shall quote his rates by considering binder content as 4% of the total mix by weight. However in case of any variation in the weight of binder as per actual mix design, the same shall be adjusted at supply only rate of bitumen all as per sample kept in GE office and as directed.

M&L for bituminous premixed asphaltic semi dense concrete 40mm consolidated thickness using crushed graded stone aggregate mixed with binder content of paving bitumen VG-30 with 5.5% binder contents by weight of total mix by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 10 Tonne capacity power roller including preparation of bitumen carpet in digital computarized weigh batch hot mix plant, complete all as specified and directed. Note: The quantity of bitumen shall be provided as per Design mix approved by GE. (The cost of transportation of the material to the Govt approved lab and design mix charges shall be borne by the contractor). for the purpose of quoting, the contractor shall consider 5.5% binder by weight of total mix. However, the work shall be executed as per approved design and price adjustment shall be done only for variation (plus or minus) in quantity of binder priced at supply only rate of bitumen (as per purchase voucher of main producer).

M&L for continuous brick edging with old size bricks (whole size brick) with width equal to the width of the brick laid dry on end vertically incl. excavation in earth work in any type of soil and removal of surplus soil to a distance n. exc. 50m, complete all as specified and directed.

S&F in factory made retro reflective road sign board comprising of 2 nos 2 mm thick aluminium sheet plates of size 1200 x 800 mm fixed back to back in 40 mm bore stainless steel pipe frame incl. legs with aluminium/ stainless steel rivets and flats of suitable size. Both the plates to be provided with computerised cut directional arrows, alphabets, lines and symbols etc with white colour reflective tape with font size and thickness as directed over Dennison HIP base green reflective background sheets. Top height of boards with legs from ground level minimum 2.5m including embedding in PCC 1:2:4 type B-1 blocks of size 45x45x60 cm including excavation, all as per sample kept in GE office and as directed.

M&L of new/ old black top surface road surface and applying one coat of retro reflective thermoplastic road marking paint 2 mm thick for longer durability with 8% glass beads using special applicator machine with heating arrangement upto 160 degree celcius. Paint material shall be conforming to Ministry of surface transport (MOST) specification 803.4 Vol - I as laid down in specification of road / bridge work "third revision" after cleaning surfaces, complete all as specified and directed.

M&L for Hardcore broken stone or boulders of gauge n.exe 63mm, deposited, spread and lavelled in layers n exc. 15cm rammed to a true surface complete all as specified and directed.

S&F Dual directional reflective cat eye of aluminium casted stud 100x100mm having micro cube corner spark glow reflector white/ red/ yellow on side provided with steel zinc plated nail of dia 12mm of length 120mm for fixing to road by hammering etc, complete all as specified and directed.

S&F solar cat eye alunimum alloy shall (100% water proofing design according to IS) of size 125mm x 125mm of high efficiency monocrystalline 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 complete all as per manufactures instructions, complete all as specified and directed.

S&F all directional retro-reflective ROUND delineator SHORT made out of 16 gauge MS pipe of outer dia 47 mm and of length 600mm. Delineator stove enamelled and baked to 120 degree celcius or powder coated. Delineator to have 200 mm wide reflective band of colour white and red. Reflective bands protected with welded wire mesh cage embedded in PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregate (size of block 30 cm x 30 cm x 30 cm), complete all as specified and directed.

S&F solar road delineator with 6 LEDs of red/yellow colour housed in plastic body with LEDs, solar-cells, battery and light sensor well protected in polycarbonate sheet; device protected with powder coated wire mesh cage, equipped with solar system mounted over 47mm dia of 16 gauge wall thickness CRC steel tube powder coated of total height 1000mm having sheet foot for firm grip to base. Delineator to have additional reflective bands equipped with solar system workable for 2-3 days (nights) after full charge of 8-10 hours, including excavation in any strata and embedding in PCC 1:3:6 type C-1 of size 30cm x 30cm x 40cm, etc complete all as specified and directed.

M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 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 vibratory method 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 specfied and as directed. Note: Shapes of interlocking paver block shall be tringular/ Zigzag/ Haxagon/ or other, colour of paver block & laying pattern approved by GE.

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, including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainge opening wherever required, complete all as specified and as directed.

M&L for 100mm thick PCC, type D2 1:4:8 using 40 mm graded aggregate as in sub base floor, sub bases, paving etc complete all as specified and as directed.

M&L for removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the statrting point soil, etc complete all as specified and as directed.

PAWAN KUMAR (BID ID -3506093)

Sandeep Kumar (BID ID -3505813)

SANDAN SHARMA GOVT CONTRACTOR (BID ID -3505154)

KATOCH SONS (BID ID -3505633)