Estimate for Remodeling/Relining of Dhipali Disty Slice RD 48410-56435 by M-15 C.C Lining, Re-construction of VRB at RD 51169 and Remodeling of Head Regulator of Ghanda Banna Mr., Remodeling of Fall Structure at RD 56435 of Dhipali Disty.

Amount

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 1.5 cum/s.

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge exceeding 1.5 cum/sec but upto 4.5 cum/s.

Excavation in Soil 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.(6.19)

Excavation in soil using excavator and hydraulic trolley including cutting and loading in trolley and transporting to embankment location within all lifts and lead excluding royalty (lead = 3.0 km )

Extra for laying earth/fly ash as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications (24.5 b (i))

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.(24.5 b (ii))

Extra for rolling to specifications.(24.5 b (iii))

Dressing of Earthwork (new work or remodelling) (6.3 i)

Dressing of Dowel (6.12)

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth 19.19(a)

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 to 3.0 mtr depth 19.19(b)

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 masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. (6.6)

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification (19.2)

Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. (19.12)

Cement concrete lining 75 mm thick or less(60mm) 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 mixerwith an avg lead of 1 km(FOR TRAPEZOIDAL SECTION & CUP SECTION OF ALL RADII) . (19.4)

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

Filling Contraction Joint with sealing compound complete in all respect (19.16)

Filling expansion joint with Sealing Compound. complete in all respect (19.16)

Extra bitumen painting at 0.69 Kg. per sqm

Providing & laying 250 mm wide LDPE Film 150 micron over sleepers (M-73)

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

Earth work in excavation in foundations, trenches etc. in all kinds of soil where pickjumper 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.

Laying cement concrete in 1:3:6 with stone ballast or shingle with manual means.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needle vibrator but excluding steel reinforcement and centring-shuttering complete in foundation and plinth

Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete

Painting distance marks with synthetic enamel paint (Two coat work for distributaries)

Painting new letters and figures of black synthetic enamel paint to an even shade

E/W involved in constructing new O.F., A.P.M. or O.S.M. type outlets with ‘H‘ more than 0.50 m but upto 0.90 m.

Dismantling O.F., A.P.M. Or O.S.M. type outlets involving dismantling cement masonry and removing of precast R.C. Slab with ‘H‘ more than 0.5m but upto 0.9 m

Extra labour for dressing bricks on O.F. and A.P.M. type outlets with ‘H‘ more than 0.5m but upto 0.9 m

"Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976.(20.15 iii) (Average B of outlets is taken 0.20)

PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type

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

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Laying 12.5 mm thick plaster in 1:3 including cost of material, carriage , loading & unloading.

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

Dismantling Reinforced concrete.

Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering including disposal of rubish to the dumping ground within 50 m lead (excluding the cost of scraping of plaster and replastering).

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

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

Laying PCC 1:2:4 mixing by manual means in foundation of toe wall including supply, carriage, loading and unloading of material from source to the site of work complete in all respect as per PWD specifications:

CC 1:4:8 with Stone Ballast 40 mm gauge mixing by mechanical means using concrete mixer volumemetric type

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 0m to 3m)

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

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 structurecomplete as per drawing and technical Specifications. PCC Grade M20. Height upto 5m using concrete mixer

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

Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m. (Rehandling of earth)

Cement concrete 1:5:10 with brick ballast 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Dismantling concrete, Cement concrete plain 1:2:4 mix

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

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M 30 (height upto 5 m) (ii)Using Batching Plant, Transit Mixer and Concrete Pump

Provision Of RCC Crash Barrier at the edges of bridge road approaches to bridge structures and medians constructed with M-40 grade concrete as per dimensions in the PWD standard drawing no 27 section 4 including form work but excluding steel r/f and at locations directed by the engineer all as specified with concrete mixer

Providing and Fixing mild steel Hand Rail over Crash Barriers, complete as per drawing and Technical specifications.

Back filling behind abutment, wingwall and returnwall complete as per drawing and Technical Specification

Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

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

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

Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

Providing and laying dense bituminous macadam (50 mm) with 100-200 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder, tansported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as perclause 501.6 and 501.7 toachieve the desired density.

Providing and laying semi dense bituminous macadam (25 mm) with 100-200 TPH hot mix plant producing an average out put of 75 tonnesper hour using crushed aggregate of specified grading premixed withbituminous binder, tansported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired density

Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base i/c clearing of road surface and spraying primer @ 0.85 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen emulsion using bitumen pressure distributor @ 0.25 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick i/c reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be leave uniform and free from streaks and holes. (4'' thick)

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

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTMD495609 and IRC67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @200 mm c/c to back support frame of 25x 25x 3mm angle iron supported on a square hollow steel section post 60x 60x 3.2mm conforming to IS4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x 0.45 x0.60 m for vertical post complete as per clause 801 of MORT&H specifications (A)Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTMD 4956 09 and as per IRC 67 2012.

Providing and filling joint sealing compound as per drawing and technical specifications.

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

Weaving wire neeting for wire crate including binding side and partition to make crate of 15cm x 15 cm or 25 cm x 7.5 cm

Filling stone or spalls into crates and handpacking

OM PARKASH CONTRACTOR (BID ID -693412)