LALHERI MR

Amount

Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary road Discharge upto 1.5 cum/s

Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters 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 meters.

Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 60 mtr.

Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads avg leads 9.45 km i/c last1.82 km katcha

Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.

Dressing of Earth work ( NEW )

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

Dressing and preparation of sub grade for side slopes.

Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete

Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope)

Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping

Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper

Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications

Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications

Extra for Bitumen Painting @ 0.69 kg per Sqmt. supply carriage of material complete in all respect

Providing & laying 150 micron Polyethene Sheet over sleeper

Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specificati

Advance Direction sign board 1200x1800 mm rectangular 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.

Distance marks (km stone)after every 1000 ft

Fixing Boundary Pillars

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

12.50 mm thick cement plaster 1:4

Cement Concrete 1:4:8 mixing by mechanical means using concrete mixer volumetric type

Cement Concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type

Cement Concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical Specifications.

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are Completed RCC PIPE NP-

PlainlReinforced cement concrete (RCC Grade M20 ) in sub-structure complete as per drawing and technical Specifications With Batching Plant, Transit Mixer and Concrete Pump Height up to 5m

Earth Work involved in dismantling of outlet ’H’ upto 0.50mt.

Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.

Adjusting new APM block in correct ‘y’ and fixing in position.

C.C. 1:4:8 with brick ballast 40 mm gauge

Bending binding and placing in position CTD bars Fe 500

Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt

Providing APM cast iron block complete in all respect

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- Bajri (Coarse)screened, cleaned and washed and graded from 20mm to 25mm (fromPathankot or approved equivalent quarry)

Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).

Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (fromPathankot or approved equivalent quarry)

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level. (c)400 mm dia.

Supplying,assembling,lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia. conforming to IS: 12818-2010 including required hire and labour charges,fitting and accessories etc. all complete for all depths as per direction of Engineer-in-charge. (c)200mm Nominal size dia.

Supplying,assembling,lowering and fixing in vertical position in bore well,unplasticized PVC medium well screen(RMS)pipe with ribs conforming to IS: 12818- 2010 including required hire and labour charges,fitting and accessories etc. all complete for all depths as per direction of Engineer-in-charge. (c)200mm Nominal size dia.

Supplying at quarry site of gravel of 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from dust,dirt or the vegetables manner as per IS 4097/1967 with latest amendments

Supply and fixing of well cap having thread to fix on housing pipe complete in all respects. (c) 200 mm internal diameter

Supply and fixing of M.S. Clamp of size to 150 x 12 mm made out of MS flat 1.52 m long suitable to fit housing pipe including the cost nut and Bolts of suitable size complete in all respects.

Development and stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-incharge. (a)capacity of air compressor 300 cfm at 250 psi

1.8 meter high G.I. barbed wire fencing with 2.4 meter angle iron posts 50x50x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications

Iron grated doors, including pintle hinges & arrangements.

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge.

Earth work in excavation of foundation of structure as per drawing and technical specfication i/c setting out construction of soring and bracing removal of stumps and other deleterious matter dressing of sides and bottom and bacfilling with excavated surplus soil in ordinary soil by mechanical means depth upto 3 m

Rehandling of E/Work @77- 20%=61.6/Cum (CSR item No.6.2(a) )

Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)

Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)mixing by manual means

Plain/Reinforced cement concrete M25 in sub-structure With Batching Plant, Transit Mixer and Concrete Pump complete as per drawing and Technical Specifications

PlainlReinforced cement concrete (RCC Grade M30 ) in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump Height up to 5m

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications

Filling Stone or Spall (on Level)

PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700

Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)

Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 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 Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 09 and IRC 67 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 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications

Advance Direction sign board 1200x1800mm rectangular 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.

Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & MoRT&H Specification.

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

Back filling behind wing wall abutment and return wall complete as per drawing and technical specification grangular material

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications

ASHOK KUMAR BANSAL GOVT CONTRACTOR

MANINDER PAL SINGH

V.K.& SONS

T AND G CONSTRUCTION CO