New Construction of V.R.B at RD 69070 of Phull Disty and Repair of Fall at RD 72280 of Phull Disty.

Amount

Earth work in excavation 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, dressing of sides and bottom and backfilling with excavated surplus soil.. Depth 0 m to 3 m.

Preparing, watering & ramming surface of laying concrete (horizontal).

Plain/RCC in sub structurecomplete as per drawing and technical Specifications. PCC Grade M15. Height upto 5m

PCC M-15 Grade as leveling course below approach slab complete as per drawing and technical Specifications

Plain/RCC in sub structure complete as per drawing and technical Specifications. RCC Grade M30. Height upto 5m with batching plant, Transit mixer and concrete pump

RCC approach slab using M-30 grade concrete, including reinforcement and formwork complete as per drawing and technical Specifications

RCC/PSC grade M-40 using concrete mixer for solid slab super-structure including centering and shuttering height upto 5 m using batching plant, Transit mixer and concrete pump

Plain/RCC in sub structurecomplete as per drawing and technical Specifications. RCC Grade M25. Height upto 5m with batching plant, Transit mixer and concrete pump

Centering and Shuttering for face of walls, partitions, retaining walls and the like(vertical or battering), including attached pilasters, buttresses etc when curved.

Earthwork for compaction in 20 cm layers and dressing.

Drainage spouts complete as per drawing no. SD/205 and Technical specification with 0.6 m long GI 100mm dia. drainage GI light grade pipe

Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dust, oil, grease, efflorescence and applyinf paint @ of 1 litre for 2 sqm

Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.

Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. for coping

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. for Sleeper

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Filling Contraction/Construction Joint with sealing compound complete in all respect

Filling expansion joints with special impervious hot pour 12.5 mm wide.

Extra bitumen painting over concrete surface at joints @ 0.69 kg per Sqm

250 wide LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above upto 1.50 m

Supplying, Fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

Supplying, Fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications

Informatory Sign board 600x600 mm square as per IRC 67-2012 with high intensity microprismic retro reflective sheet as per ASTM D 4956-09 and as per IRC 67-2012. with retro reflective high intensity micro prismatic sheeting fixed over 3 mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided amnd fixing the same with suitable size aluminium alloy rivets at 200mm c/c to back support frame of 25x25x3 mm angle iron frame supported on a square hollow steel section post 60x60x3.2 mm confering to IS 4923 without cost of defination plate firmly fixed to ground in foundation concrete M25 of size 0.45x 0.45x0.60 m for vertical post complete as per technical clause 801 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 of retro reflective sheeting and a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012

Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 m including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead. (lead = 0.5 km )

Earth work in Excavtion 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 dressing on sides and bottom and backfilling with excavated surplus soil. A) DEPTH UP TO 3 MTR

Laying plain cement concrete 1:3:6 (M-10) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects.

Plain/RCC in sub structure complete as per drawing and technical Specification. PCC Grade M20. Height upto 5m using concrete mixer.

Plain/RCC in sub structure completer as per drawing and technical specification. PCC Grade M25. Height upto 5m using concrete mixer.

Supply, fitting and placing hysd bar reinforcement in substructure.

Providing Tractor 24HP for running 4 x 4 inch pumping sets for open dewatering.

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15 with cement content 325 kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.

Eathwork excavation in foundation, trenches etc, in all kings of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side 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 as lead of 30 metres,

Brick Ballast filling under blocks and in Jharis

Sand filling in foundation trenches as per drawing and technical specification.

Dimantling of concrete plain 1:4:8 or 1:5:10

(6.19) Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

(8.5) Dismantling brick work tile, masonry or tile lining ((b)) In cement

(8.6) Dismantling concrete ((c) ) Cement concrete plain 1:3:6 mix

(8.31) Scraping ((e)) Bricks dismantled from brick work in lime or cement.

Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type

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

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

(19.1) Dressing bed and preparation of sub grade for lining.

(19.2) Dressing side slopes and preparation of sub grade for lining.

(19.19) Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing (a)) 0 to 1.5 m depth

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing ((b)) depth exceeding 1.5 ms but upto 3.0 ms.

(19.32) Laying brick on edge coping 356mm wide and 115mm thick in cement sand mortar 1:3

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 ((a)) Disposal/carraige for an avg. lead 450m kaccha

Compaction (i)) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

( (ii)) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

((iii)) Extra for rolling to specifications.

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

(M-12) Bricks First Class (Clay/Fly Ash) (at kiln site):- (Note:- District wise rates for Bricks / tiles attached at Annxure-II) ((d)) Brick bats from well burnt or burnt bricks.

(M-72) E.C. Bag Plastic 50 kg

THE MALLHIAN WALA COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LTD (BID ID -609339)

GULADI INFRA PRIVATE LIMITED (BID ID -605141)