PROVN OF BLACK TOP ROAD, RETAINING WALL AND PATHWAY ALONGWITH PERIMETER IN AWANTIPUR GRN UNDER GE 861 EWS

Amount

Notes: Please refer Schedule 'A' Notes given in tender documents.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m in any type of soil, complete all as specified and directed.

Excavation in trenches n.exc 1.5m wide and n. exc 1.50m in depth for foundation, etc for shafts, wells, cesspits, manholes, pier holes, etc not exc 10 sqm on plan and n.exc 1.50m in depth and getting out all in any type of soil complete all as specified and directed.

M&L for PCC (1:4:8) type D2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.

M&L for walling of random rubble stone masonry, uncoursed, well bonded, bedded and solidly hearted, built in Cement Mortar (1:4) complete as specified and directed.

M&L for raised pointing in Cement Mortar (1:4) to square rubble, coursed, uncoursed rubble masonary complete as specified and directed.

M&L for providing PCC, type B1 (1:2:4) using 20mm crushed stone aggregate as in copings, kneelers, apex stones, bed plates and the like including weathering, slightly rounded or chamfered angles and throating, as directed concrete including necessary formwork and finishes the exposed surfaces of concrete complete all as specified and directed.

M&L for Reinforcement Cement Concrete M-30 (design Mix) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

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

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for rough finished surface of concrete complete all as specified and directed.

Removing excavated materials soil to a distance not exc 50m and depositing where directed at a level n.exc 1.50 m above the starting point complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed.

Rolling and consolidating formation surfaces in cutting of roads / berms etc only to the required gradient and camber with 8 to 12 tonne power roller including filling in depressions which occur during the process with approach earth complete all as specified and directed.

M&L for soling (or sub base), 200mm thick spread thickness with broken boulders or quarried stone, interstices filled, surface formed and rolled with 8 to 12 tonne power roller and consolidated to required gradient and camber complete all as specified and directed.

M&L for laying and compacting 150mm thick (consolidated thickness) Wet Mix Macadam (WMM) garding as per table 400-13 of MoRTH specification of road and bridge works 2013 manufactured in WMM plant material compressing of clean, crushed, graded 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 a required gradient and chamber complete all as specified and directed. NOTE : The finished surface tolerence to be as per table 900-1 of MoRTH specification for Road and Bridge works 2013.

M&L for preparing WMM surface by brushing with wire brushes 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 bituminous primer of 10 Kg per 10 sqm using paving bitumen complete all as specified and directed.

M&L for premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) by power roller with 8 to 12 tonne complete all as specified and directed. NOTE :- Job Mix Formula sahll be approved by CWE.

M&L for applying evenly a priming/tack coat with bituminous primer of 05 Kg per 10 sqm using paving bitumen complete all as specified and directed.

M&L for bituminous premix Asphaltic Semi Dense Concrete (SDAC) 40mm thick (consolidated thickness) with 5.5% binder content of paving bitumen of grade VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne power roller and laying with mechanical paver, complete all as specified and directed.

M&L for Pre-cast cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in block masonry with solid blocks, exc. 10 cm in width and setting in kerb stone factory made and in similar work including weathering slightly rounded or chamfered angle and thrating set in cement mortar (1:6), complete all as specified and directed.

M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows, etc and the line n exc 10cm wide on road pavements with hot applied thermoplastic road marking paint or approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions complete all as specified and directed.

Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC (1:2:4) (150mmx150mmx300mm) type B1 complete all as specified and directed.

Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed.

M&L for 100mm thick PCC (1:3:6) type C2 using 40 mm graded crushed stone aggregate as in sub floor, sub base, floor and paving, etc complete all as specified and directed.

M&L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed.

M&L for Machine pressed precast concrete interlocking paver block with grey cement and pigment and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and directed.

M&L for Pre-cast cement concrete (1:3:6) type C-1 (using 20mm graded crushed stone aggregate) as in block masonry with solid blocks, exc. 10 cm in width and setting in kerb stone factory made and set in cement mortar (1:6), complete all as specified and directed.

M&L for two coats of synthetic enamel paint over a coat or priming paints plaster coat including preparation of new surface (on kerb stone of different shade) of any description over 10 cm girth or width not otherwise described complete all as specified and directed.

M&L for PCC (1:3:6) type C2 using 40 mm graded crushed stone aggregate as in surface channels, bed of drains including forms/moulds etc complete all as specified and directed.

M&L for brick work with sub class 'B' bricks, straight or curved on plan to any radius built in cement mortar (1:4) complete all as specified and directed.

M&L for PCC (1:2:4) type B0 using 12.5 mm graded crushed stone aggregate as in junction of brick edging and brick lining for drains as in benching etc including necessary formwork complete all as specified and directed.

M&L for rendering 15mm thick in CM (1:4) on fair faces of brick or concrete surfaces and finishing the surface even and smooth (without using extra cement) complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc.complete all as specified and directed. NOTE : Inner girth to be measured only

M&L for 250mm dia reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed.

M&L for concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in cement concrete (1:3:6) type C2 for 250mm dia bore of pipe complete all as specified and directed.

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

M&L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, for lime or sand stone n exc 40mm, of random rubble walling, uncoursed or brought upto courses complete all as specified and directed.

M&L for providing Precast Cement Concrete (1:2:4) type B1 (using 20mm graded crushed stone aggregates) in precast bond stone including necessary form work and set in cement mortar (1:4) complete all as specified and directed.

M&L for Boulder filling, laid dry, hand packed tightly, as in vertical bunds with sloping faces, etc complete all as specified and directed.

S&F of PVC (SWR) pipes, type A, ISI marked, single socketed in any length with rubber ring joints fixed to walls, 110 mm dia complete all as specified and directed.

M/S GASSI BROTHERS (BID ID -3147655)

M/S BASHIR AND SONS (BID ID -3145735)

M/S SUHEEL CONSTRUCTIONS (BID ID -3147737)

JK BUILDERS AND ENGINEERS (BID ID -3147897)

M/s Lal Enterprises (BID ID -3146078)

mirco builders (BID ID -3148104)