180122/E8

Amount

Excavation over areas, not exceeding 1.5mtr deep and getting out in hard/dense soil complete all as specified and directed.

Removing excavated material not exceeding 50 m and depositing where directed at a level not exceeding1.5 m above the starting point complete all as specified and directed.

Removing excavated material exc. 250 m but not exceeding 500 m and depositing where directed

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

M&L for Rolling and consolidating formation surfaces with 8 to 12 tonne power roller including filling in soft spots, depressions etc which occur during rolling to required camber and gradient etc including watering before or during rolling complete all as specified and directed.

M&L for Soling 200 mm spread thickness with broken boulders of quarried stones interstices filled surface formed and rolled and consolidated to required gradient & camber etc complete all as specified and directed..

M & L for 150mm thick (Compacted thickness) Wet Mix Macadam (WMM) in two layers of 75mm thick each layer, WMM grading as per table 400-13 of MoRTH specifications for road works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded stone aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. Note :- The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road works 2013.

M & L for preparation of Unsurfaced Wet Mix Macadam (WMM) surface by brushing with wire brush 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 with paving bituminous primer (VG-10 grade) at 10 kg per 10 Sqm complete all as specified and as directed.

M&L for laying premix bituminious macadam laid/ rolled and compacted to required gradient and camber (consolidated thickness 40 mm ) with binder content @ 4.00 % by weight of total mix with hydrostatic sensor paver finisher, rolled and consolidated with power roller exc 8 tonne but not exc 12 tonne capacity to required camber and gradient, using paving bitumen VG-10 garde complete all as specified and directed.

M & L for applying evenly a priming/tack coat of paving bitumen VG-10 @ 5 kg per 10 Sqm and laying semi dense asphaltic concrete (Design mix) 40mm consolidated thickness with binder content @ 5.50 % by weight of total mix with hydrostatic sensor paver finisher,using paving bitumen VG-10 grade, rolled and consolidated with power roller exceeding 8 tonne but not exceeding 12 tonne capacity to required camber and gradient complete all as specified and directed.

M & L for 2 mm thick thermoplastic paint after preparation of new bituminous surfaces of road by scratching oils,greasy spots marking material strips confirming to british specification 3762 with 20 % glass beads having reflective index of 1.5 mm,75 % sptrical with indigenous or for foundation plan having sufficient strength to withstand heavy load without deformation and having softening point 25 to 30 of area in width of not exceeding 15 cm strip in white or golden yellow colour according to IRC 35-1970,complete all as specified and as directed by Engr-in-charge

Suppling 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 that 5 mm), including making drainage opening where required complete.

Supply and fixing cat eye solar reflective type of metal body alloy of size 110mm x 12mm x 24mm with PAMA striplens reflector of model No. DA 972.0 of Dark Eye or equivalent fixed with and incl MS stud of suitable size as per manufactures instructions etc complete all as specified and directed.

Excavation in trenches not exceeding 1.50 mtr wide and not exceeding 1.5 mtr in depth, for foundations, laying of pipes etc and not exceeding 10 Sqm on plan for manholes etc and not exceeding 1.50 mtr in depth and getting out in hard/dense soil, complete all as specified.

M&L for hardcore of gauge not exceeding 63 mm of broken stone or boulders, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a ture surface complete all as specified and directed.

M&L for reinforced concrete pipes,class NP2, bore of pipe 150 mm, laid and jointed complete with collars etc, complete all as specified and directed.

M&L providing concrete bed to RCC pipes 150 mm dia in cement concrete (1:4:8) Type D-2 including packing under and haunching against the sides of pipe after they are laid and tested complete, all as directed.

M&L for Cement concrete 1:4:8 type D2 ( using 40mm graded crushed stone aggregate ) 75 mm thick over and including rammed earth as in sub-base of hard standing complete all as specified and as directed at site.

Supply only Sand Cushioning 25mm thick under paving blocks including spreading and levelling complete all as specified and directed.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, with grey cement and pigment M-40 Grade complete all as specified and as directed by Engr-in-Charge.

M&L for Providing, cement concrete type C1 1:3:6 ( using 20mm graded stone aggregates ) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete, all as specified and directed

M&L Plain cement concrete 1:4:8 type D-2, ( using 40 mm graded stone aggregates ) as in foundations filling and mass concrete complete all as specified and directed.

S&F Form work to side of concrete foundations, footings, bases of columns,raft and raft beams,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, rough finished surfaces of concrete, all as specifed and directed.

S&F Form work to faces to walls,retaining walls,abutments,parapets and staircase railings and similar work including attached pillasters,buttresses,etc;vertical or to batter rough finished surfaces of concrete, all as specifed and directed.

S&F Formwork to soffits/vertical of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick (Horizontal or sloping) , fair finished surfaces of concrete, all as specifed and directed

S&F Formwork to soffits of suspended slabs such as roof slabs,floor slabs,landings and similar work,not exceeding 200 mm thick of flat rough finish surface(Horizontal or sloping), fair finished surfaces of concrete , all as specifed and directed.

M&L for TMT steel bars 5mm dia and over up to and including 10mm cut to length bent to shape reqd incl cranking bending spirally for hooping for columns hooking ends and binding with m.s wire annealed not less than 0.9mm dia as in stirrups, all as specifed and directed.

M&L for Mid steel TMT bars, 6 mm dia to 8 mm dia, cut to length, bent to shape required including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

M&L for Mid steel TMT bars, 10 mm dia and over, cut to length, bent to shape required including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

M&L for Reinforced cement concrete M-30 (Design Mix), using 20 mm graded stone aggregate as in foundation including raft footing, etc complete all as specified and directed.

M&L for Reinforced cement concrete M-30 (Design Mix), using 20 mm graded stone aggregate as in wall, etc complete all as specified and directed.

M&L for Reinforced cement concrete M-30 (Design Mix), using 20 mm graded stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and shelves, complete all as specified and directed.

M&L for providing 100 mm thick cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate ) as in floors etc complete all as specified and directed.

M&L for walling of random rubble, uncoursed, well bonded, bedded and slightly hearted in cement mortar 1:4. brought upto course complete all as specified and directed.

M&L for cement concrete type B-1, 1:2:4, (using 20mm graded crushed stone aggregate ) as in coping, bends, plinth courses incl all necessary form work upto 60cm height complete all as specified and directed.

M&L for keyed pointing to random or polygonal rubble uncoursed or brought upto courses in CM 1:4.complete all as specified and directed.

Supply and fixing for PVC (SWR) pipes 110mm bore in any length jointed and fixed in wall as in weep holes, completed all as specified and as directed.

M&L for boulder filling dry, hand packed tightly in vertical bunds with sloping face complete all as specified and as directed.

Taru Enterprises Pvt Ltd (BID ID -3079575)

M/S STANZIN NOBROO (BID ID -3092721)

AP BUILDERS (BID ID -3076373)

Mohammad Sultan & Brothers (BID ID -3092531)

SHIV CHARAN GUPTA AND SONS (BID ID -3092897)

M/S BETONG CONSTRUCTION CO (BID ID -3092746)