CA No CWE/FZR-60/2019-20 Construction of new road from main gate of CWE Ferozepur to Swimming pool and Special repair of loop road around ESHs in depot area at ASD Kasubegu under GE (East) Ferozepur Cantt

Amount

Surface excavation in soft/loose soil not exceeding 30 cm deep and averaging 15 cm deep and getting out, complete all as specified.

M&L for Rolling and consolidating formation surfaces in cutting with 8 to 12 Tonne power roller including watering as ncessary filling in hollows and depressions to required gradient and camber in soft/loose soil, complete all as specified including the surface required for brick path.

M&L for Soling or sub base, 150mm (spread thickness), with broken boulders or quarried stones, interstices filled, surface formed, rolled and consolidated to required camber and gradient with 8 to 10 Tonne power roller, complete all as specified.

M&L for 75 mm thick (compacted average thickness) of WBM with using granite trap or basalt in two layers coarse aggregate (sand stone) of grading 2 (63 to 40mm size) blinded with stone screening type ‘A’, spread, rolled with 8 to 12 tonne power road roller & consolidated to required camber & gradient, complete all as specified.

M&L for Preparing WBM top surfaces of road 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 priming/tack coat of paving bitumen (VG-30) @ 10 Kg per 10 Sqm with mechanical sprayer of road surface by sprayer operated by hot pressure mechanism, complete all as specified and as directed.

M&L Bituminous premixed asphaltic semi dense concrete 40 mm consolidated thickness (Design Mix) using minimum 6% binder content(paving bitumen(VG-10)) by weight of total mix laid with self propeling mechanical paver and rolling with 8 to 12 tonne power road roller to the required camber and gradient to uniform smooth surface, complete all as specified and as directed.

M&L Continuous brick edging using full bricks of sub class “B” old size bricks with width equal to width of bricks laid dry on end vertically with brunt clay bricks including necessary earth work, embedding bricks at required depth and tamping ground around brick and removal of surplus soil to a distance n. exc 50 metre, complete all as specified. (Each row measured separately)

M&L for Brick berm with sub class B brick laid on edge on 25mm thick layer of sand and filling with same complete all as specified.

Removal of surplus soil to a distance not exc. 50 metre and depositing where directed at a level not exc. 1.5 metre above the starting point complete all as specified.

M&L for Providing hot applied thermoplastic compound 2.50mm thick (excluding thickness of glass beads) and providing reflective glass beads @ 250 gm per square metre as per IRC-135,confirming to MOSRT&H, complete all as specified and as directed .

S&F Traffic convex mirror, 1000mm dia viewing angle 130 degree including fixing in bitumen road, complete all as specified.

S&F in repairs dual directional reflective cat eye of impact resistance ABS plastic stud 100 x100 x 25 mm having ultra violet resistant colour (white/red/yellow) with mini 31 retro reflective glass beads of colour (white/red/yellow) to a side provided with steel zinc plated nails of dia 12 mm and length 120 mm for fixing on road by hammering etc, complete all as specified and as directed by Engi-in-Charge.

M & L cement concrete (1:4:8) type D-2 40mm graded aggregate in foundations, fillings and mass concrete, complete all as specified.

S&F 60 mm thick (M-35 Grade) factory made, machine pressed,precast cement concrete interlocking paver block any shape with grey cement and pigment, confirming to IS-15658:2006, set and joints grouted in fine sand, laid over and including 25 mm thick layer of sand cushioning complete all as specified and as directed.

M&L Cement concrete (1:2:4) type B-0 (12.5 mm graded stone aggregate) as in kerb stone, apex stone, etc including form work, weathering, slightly rounded or chamfered complete all as specified.

Excavation in trenches in soft/loose soil not exceeding 1.5 metre wide and not exceeding 1.5 metre deep and not exc 1.5 metre in depth, compete all as specified.

M&L for PCC (1:3:6) type C-1 using 20mm graded aggregate as in bed of drain pipe 450mm bore, complete all as specified.

M&L for RCC pipe 450mm bore class NP-2 laid and jointed complete with collars, laid in trenches and tested, complete all as specified.

M&L for cement conceret (1:4:8) type D-2 40mm graded aggregate in surface channels, packing of hume pipes etc, complete all as specified.

M&L for Brick work in cement mortar 1:6 using sub class ‘B’ old size bricks, straight or curved on plan exceeding 6 metre mean radius, complete all as specified.

M&L for Rendering 15 mm thick in cement mortar (1:4) on any face of brick walls or concrete surfaces, finished even and smooth without using extra cement, complete all as specified.

M&L Preparation of newly plastered surfaces of walls & applying three coats of white wash, complete all as specified.

Returning, filling in, earth including spreading, leveling watering and well ramming in layers each not exceeding 25cm thick each layer, complete all as specified.

Scarifying or picking existing gravelled macadam or bituminous macadam surface, area not exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100 mm (average 75mm) and segregating serviceable stone metal for re-using and removal of debris from site to a distance upto 50 metres spread & levelled as directed, complete all as specified.

M&L 75 mm thick (compacted average thickness) of WBM with using granite trap or basalt in single layer coarse aggregate (sand stone) of grading 2 (63 to 40mm size) blinded with stone screening type ‘A’, spread, rolled with 8 to 12 tonne power road roller & consolidated to required camber & gradient, complete all as specified.

All as per Item 25 above, but using stone materials retrived from item no 24 shall be re-used, complete all as specified.

M&L Bituminous premixed asphaltic semi dense concrete 30 mm consolidated thickness using minimum 5.50% binder content(paving bitumen(VG-30) by weight of total mix laid with self propelling mechanical paver and rolling with 8 to 12 tonne power road roller to the required camber and gradient to uniform smooth surface, complete all as specified and as directed.

M&L Repair to pot holes in road surface not exceeding 1 Sqm in area & depth 30 mm (average) of each including sweeping free from dust and mud or water, scoring sunken surfaces in roads etc cutting around edges at least 25mm in depth, making good by applying a tack coat of bituminous primer (paving bitumen (VG-30) @ 5kg/10sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8kg, blinded with 0.06 cum of stone chipping, 6.3 mm size as specified for bituminous carpet 30 mm thick, complete all as specified.

Vee Vee Enterprises

M/s Surjit Singh and bros

M/s Manoj Construction Co.

Dee Kay EnterPrises

M/S Yashpaul Gulati

HARBHAJAN SINGH KHARBANDA

M/s Sham and Company