PROVN OF ROAD FROM SARVATRA SAINIK INSTITUTE (SSI) TO CHILDREN SCHOOL GATE NO 3 AT RAIWALA MILY STATION

Amount

Excavating over areas, n exc 1.5m deep and getting out in any type of soil complete all as specified and directed.

M&L for rolling and consolidating formation surfaces in cutting including watering as necessary and consolidation to the required level, gradient or camber with 8 to 12 tonne power roller including filling in hollow and depresion with soil as required complete all as specified and directed.

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

M&L for 150mm thick (in two layers of 75mm each layer) (Compacted thickness) WBM with coarse aggregate (type of aggregate Lime stone, Sand stones, Flint or Quartzite) of grading 2 (63 to 40mm size), spread, rolled and consolidated to gradient and camber required with 8 to 10 tonne power roller complete all as specified and directed.

M&L for preparing WBM surface by brushing with 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 with paving Bitumen 60/70 or VG-30 grade over the prepared surface by mechanical sprayer @ 10 kgs/10 Sqm of surface area complete all as specified and directed.

M&L for premix bituminous macadem laid, rolled and compacted to required gradient and camber consolidated thickness not exceeding 75 mm with 4% binder of paving Bitumen VG-30 grade, content by weight of total mix, mixed in hot mix plant and laid by mechanical paver finisher complete all as specified and directed.

M&L preparing black top surface by brushing with brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc on black top/concrete surfaces than applying evenly priming tack coat with paving Bitumen 60/70 or VG-30 grade over the prepared surface by mechanical sprayer @ 5 kgs/10 Sqm of surface area complete all as specified and directed.

M&L for applying bituminous premixed semi dense asphaltic concrete 40 mm thick (consolidated thickness) with 5.50% binder of paving Bitumen VG-30 grade, content by weight of total mix including cement filler, on surfaces, rolled compacted with using 8 to 10 tonne capacity power roller to achieve the required compactness, camber and gradient mixed in hot mix plant using design mix and laid by mechnaical paver finisher complete all as specified and directed. NOTE:-(i) The actual binder content used shall be as per optimised content based on approved job mix formula irrespective of what ever indicated in Sch 'A'. (ii) Price adjustment shall be done on MINUS side only @ Rs. 45,000/- per MT (without considering the permissible tolerance on minus side) with reference to binder content indicated in Sch 'A'. (iii) No Price adjustment for Bitumen shall be done for variation on plus side. (iv) Please note that SDAC to be laid immediately after laying of BM. In case the SDAC could not be laid within 48 hours of laying of BM, primer coat @ 3Kg / 10Sqm to applied over freshly prepared bituminous surface and nothing extra shall be paid by the Govt. on this account. No claim what so ever shall be entertained by Govt on this account.

S&F road stud with shank made of aluminium body of size not less than the 100mm x 100mm x 20-22 mm with a shank of 50 mm with two reflectors made out of PMMA material fitted in the body of the stud and fixed as per manufactures instructions complete all as specified and directed

M&L for preparation of existing bituminous surfaces, removing, dust, dirt grease and other foregion matters etc to receive the markign and M&L for thermo plastic (Reflective) line, dashes, arrows, letters etc of following size wide marking, having 2.5 mm thickness (average) of uniform surface finish conforming to BS 3262 (Part 1) 1989 read in conjunction with the MOST specification 803 clause 4.2.2 on bituminous surfaces in white/yelow clour and super imposed with glass beads confirming to BS 6088 read in conjuction with and MOST specification 803 clause 4.3.3 complete all as specified and directed:- Note: - MOST specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by the GE. Shape & size/ patterns of marking shall be as approved by the GE.

width exc 10cm wide.

M&L for hard core of broken boulders/stone of gauge n exc. 63 mm, deposited, spreading, leveling watering and well ramming to true surface in layers not exceeding 15 cm thick each layer complete all as specified and directed.

M&L for 100 mm thick PCC (1:4:8) type D2, (40 mm graded stone agg) as in sub base of floor 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 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.

Excavation in trenches n.exc 1.5m wide and n.exc 1.5m deep for foundation ,etc and getting out in hard/dense soil complete all as specified and as directed.

M&L concrete bed to pipes in PCC (1:3:6) type C2 (using 40mm graded stone aggregate) including packing under and haunching against the sides of pipes after they are laid on slope and tested for following bore sewer pipe line complete all as specified and directed :-

300mm bore

M&L for reinforced concrete pipes, class NP3, laid and jointed complete with collars of following size complete all as secified and directed :-

300mm bore

M&L for factory made kerb stone (300mm x 450mm x 150mm) of M-25 grade cement concrete in position to the required line, level and curvature, jounted with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of jounts except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.

Preparation newly or previously untreated concrete surface of any descroption surfaces exc. 10 cm width or girth and applying two coat of synthetic enemelled paint of any tint over a coat of primer incl. all preparation complete all as specified and directed.

M&L for continuous brick edging; with burnt clay bricks of sub class B with width equal to the width of the brick; laid dry on end vertically in ground incl all earth work 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 exc 250m but n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.

PAWAN KUMAR (BID ID -3117622)

Malik Associates (BID ID -3122698)

VERMA CONSTRUCTION CO (BID ID -3111243)

M/s RAM RATAN AND SONS (BID ID -3130612)