Estimate for Construction of Field Path at RD 3870, RD 5885, RD 11200 and Escape cum Bridge at RD 24180 of New Machhiwara Link Channel.

Amount

Dismantling of Old Bridge (RCC Main Slab) (CSR item no. 8.6-e)

Dismantling brick work, tile masonry or tile lining (in cement mortar). (CSR item no. 8.5-b)

Earth work in Excavation in of foundation of structure as per drawing and technical specification , including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter( CSR 21.1 B) (DEPTH UP TO 3 MTR)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. (CSR item no: 21.32.a)

Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in sub-structure height upto 5 mtr using Using Batching Plant, Transit Mixer and Concrete Pump including centering and shuttering complete as per drawing Technical specifications . (CSR Item No. 21.32-F/a/ii)

Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-25 for solid slab for super-structure including shuttering & centering by Using Batching Plant, Transit Mixer and Concrete Pump including centering and shuttering as per Drawing and Technical specification (CSR item no. 22.1 (B( a)(i) )

Reinforcement Cement concrete Approach Slab using M-30 GRADE concrete including Reinforcement and form works complete as per drawing and technical specification csr no.(22.10)

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. (C.S.R 22.12 A)

Suppling fitting & placing uncoated HYSD bar Reinforcement in Foundation complete in drawing and technical specification

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. (CSR item no: 16.17 )

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface (CSR item No. 16.31 )

Filling expansion joints with special bituminous material of size 350 mm depth and 20 mm wide

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia discharge GI light grade pipe (for Bridges) (CSR Item no. 22.8-B)

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 as per clause 6.9 of IRC 67-2012 for retro reflective sheeting

Rehandling of E/work (CSR chapter 6 note no.2 )

Earthwork excavation in ordinary soil, exclusive of compensation of earth:- Extra for pudding work.

Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.

First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect upto 1.5 mtr depth

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect 1.5 mtr to 2.25 mtr depth

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.( CSR Item 6.6)

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. [A(D.I. Pipe as per IS 8329 DI-K7)]

Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven)

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads 3 km katcha

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in?charge) 800mm i/d Sluice Valves flanged

Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete 500mm i/d Non-return valve

Any Other Item

GURINDER PAL SINGH CONTRACTORS (BID ID -614636)