SPECIAL REPAIR TO 350 MTRS ROAD AND PROVN OF 350 MTRS ROAD FROM POST NO 10 TO POST NO 13 IN PR LINES AT MIRAN SAHIB UNDER GE JAMMU

Amount

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 Sqm & depth exc 50mm but not exc 100mm deep and removal of retrieved material from site to a distance not exc 50m complete all as specified and as directed.

Rolling and consolidation formation surfaces in cutting using power roller of capacity exc 8 ton but not exc 12 ton complete all as specified and as directed.

7.5 cm (compacted thickness) WBM with coarse aggregate of grading 2 (63 to 40mm size) of granite, trap or basalt spread, rolled and consolidated to required gradient and camber complete all as specified and as directed.

Un - surfaced WBM surface by brushing with wire brushes for removing caked mud etc sweeping with broom and and finally fanning the cleaned surface with gunny bags to remove all loose dirt/ dust etc and applying evenly a priming / tack coat with bitumenous primer using paving bitumen VG 30 @ 10Kg /10 sqm complete all as specified and as directed.

Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with broom and and finally fanning the cleaned surface with gunny bags to remove all loose dirt/ dust etc and applying evenly a priming / tack coat with bituminous primer using paving bitumen VG 30 @ 5Kg /10 sqm complete all as specified and as directed.

Premix bituminous macadam laid / rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) by using paving bitumen, any penetration @ 4 % by weight of total mix complete all as specified and as directed. .

30 mm thick consolidated thickness bituminous premix semi dense asphaltic concrete with 5.50 % binder content (bitumen of grade VG-30) by weight of total mix,laid by mechanical paver,rolled and compactad to required camber and gradient complete all as specified and as directed.

Cat eye solar reflective type of metal body alloy of size 100mm x 100 mm x 20 mm with PAMA striplens reflector of model no DA 972.0 Dark eye or equivalent in Greenlite/Oscar/Siner infrastructure/ 3 M fixed with and incl MS stud of suitable size as per manufactures instruction complete all as specified and as directed.

Preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not 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 as directed.

Demolition cement Concrete (unreinforced) in ground floors and pavings not exc 15 cm thickness (below or above ground level) complete all as specified and as directed.

75mm thick PCC type D-2, 1:4:8 (using 40mm crushed stone aggregate ) in floor as sub base complete all as specified and as directed.

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 as directed.

Cement concrete Type B1, 1:2:4 (using 20mm graded crushed stone aggregate) in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and as directed.

Excavation in over areas not exc 1.5mtr deep and getting out in soft/loose soil complete all as specified and as directed.

Removal of excavated material to a distance not exc 250m & depositing as directed at a level not exc 1.5 m above the starting point complete all as specified and as directed.

Plain cement concrete (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete, complete all as specified and as directed.

Walling of random rubble stone masonry, uncoursed well bonded bedded and solidly hearted built in cement mortar 1:6 complete all as specified and as directed.

Extra over random rubble stone walling, uncoursed or brought up to courses built with lime or sand stone for hammer dressing to face stone and dressing of face bed and joint with maximum depression 40 mm on face from straight edge held against the dressed surface complete all as specified and as directed.

Cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregates) as in copings, benching kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks etc complete all as specified and as directed.

Raised pointing in cement mortar 1:4 to random rubble masonry, including raking out joints, complete all as specified and as directed.

Precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregates as in bond stones, set in Cement mortar 1:6 complete with joints to match complete all as specified and as directed.

Boulder filling dry, hand packed tightly of boulders at back side of wall etc and raising (or lowering) to the required level complete all as specified and as directed.

PVC (SWR) pipes 110mm bore low density polyethylene pipe of pressure rating 6 Kgf / sqcm laid for the purpose of weep holes complete all as specified and as directed.

Returning filling in including spreading, leveling, watering and wall ramming in layers not exceeding 25 cm in soft/loose soil thick complete all as specified and as directed.

Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in sof and loose soil complete all as specified and as directed.

Soling (or sub base) 150mm thick (spread thickness) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed.

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

Bituminous premixed semidense asphaltic concrete, 40 mm thick (consolidated thickness) with 5.5% binder content weight of total mix, rolled and compacted to required camber and gradient complete all as specified and as directed.

Continuous Brick edging with old size burnt clay bricks class 2 with width equal to width of brick, laid dry on edge vertically complete all as specified and as directed.

Brick work with sub class 'B' old size brick straight or curved on plan exceeding 6 mtr mean radius built in cement mortar 1:4 complete and fixed complete all as specified and as directed.

Reinforced concrete 450mm bore of pipe, class NP2, laid and jointed complete with collars complete all as specified and as directed.

Rendering 15 mm thick in Cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even & smooth without using extra cement complete all as specified and as directed.

Applying two coats of cement based paint over concrete or newly plastered surfaces including preparing new plastered surfaces complete all as specified and as directed.

Road safety 800mm dia convex polycarbonate acrylic unbreakable mirror fixed over and incl 2100mm ht above GL of 75mm dia SS pipe above road surface fixed in ground with PCC 1:2:4 min 450mm deep in ground complete all as specified and as directed.

M/S VED PAUL MAHAJAN (BID ID -3168544)