Water Resources Department Tender
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Costs
EMD
₹ 5,73,220Document Cost
₹ 2,000Tender Fee
₹ 5,900
Summary
Rehabilitation Of Dhanauri Disty. By Concrete Lining From Rd 13124-24624 Including Pucca Structure
Description
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Contact
Tender Id
2024_WR_129671_1Bid Award Id
ViewTender No
25/24-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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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 Disposal/carraige from 0 upto 450m
969
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Extra for Carriage of Earth/Soil beyond 450 m but upto 1 KM with hydraulic tractor & trolly (Katcha)
969
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Extra for Carriage of Earth/Soil beyond 450 m but upto 1 KM with hydraulic tractor & trolly (Pucca)
969
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Extra for Carriage of Earth/Soil beyond 1 KM but upto 10 KM with hydraulic tractor & trolly (Katcha) (For Every KM)
969
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Extra for Carriage of Earth/Soil beyond 1 KM but upto 10 KM with hydraulic tractor & trolly (Pucca) (For Every KM)
969
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-
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Extra for Carriage of Earth/Soil beyond 10 KM with hydraulic tractor & trolly (Katcha) (For Every KM)
969
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Extra for Carriage of Earth/Soil beyond 10 KM with hydraulic tractor & trolly (Pucca) (For Every KM)
969
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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.
30832
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Dressing of Earth work ( NEW )
17856
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth)
4803
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (1.5 to 3 mtr depth)
1690
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Dressing and preparation of sub grade for side slopes.
25128.73
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Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete
27457.66
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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)
1396.96
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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
163.71
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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
232.77
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Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications
7.01
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Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications
8611.94
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Extra for Bitumen Painting @ 0.69 kg per Sqmt. supply carriage of material complete in all respect
1865.09
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Providing & laying 150 micron Polyethene Sheet over sleeper
232.29
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Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications
1164.11
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Dismantling brick work tile, masonry or tile lining in Cement
1914.46
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Dressing of dowel along water carring channel in addtion to payment for dressed earth work
3505.24
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Earth Work involved in dismantling of outlet ’H’ upto 0.50 mt
12
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Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.
12
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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
12
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Adjusting new APM block in correct ‘y’ and fixing in position
12
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C.C. 1:4:8 with brick ballast 40 mm gauge
27.33
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
79.03
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
6.24
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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars FE 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete in all respect.
16.76
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Extra labour for dressing of bricks for outlet with ‘H’ upto .5 mtr
12
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First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.
954.63
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12.50 mm thick cement plaster 1:4
281.09
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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 30 mtr. (Rehandling of E/Work)
68.24
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Earth work in excavation of foundation of structures 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. Mechanical Means depth upto 3Mtr
2.57
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
25.14
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Plain/Reinforced cement concrete M-20 in sub structure complete as per drawing and technical specifications.with batching plant transit mixer and concrete pump
31.99
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Plain/Reinforced cement concrete M-25 in sub structure complete as per drawing and technical specifications.with batching plant transit mixer and concrete pump
44.14
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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)
6.25
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Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering i/c cost of neat coat of cement disposal of rubbish to the dumping ground within 50 m lead.
50.19
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Cement Concrete 1:2:4 complete in all respect.
126.9
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Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
316.22
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Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface
316.22
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Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work,mettalic or plastered,concrete surface to give an even shade.
316.22
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Painting New letters and figures on black synthetic enamel paint to an even shade on surface
5940
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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
1226.28
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Making arrangement for lifting of RCC slab with JCB, sleepers, gutka including labour charges at site of work.(Non Scheduled Item)
1170
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Cement concrete 1:4:8 (b)With stone aggregate 40mm gauge (2)mixing by mechanical means using concrete mixer volumetric type
125.64
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Centering and shuttering for columns (Square or rectangular )
13.95
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10 mm thick Cement Plaster 1:4
12.27
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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)
25
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Plain/Reinforced cement concrete (RCC Grade M10 ) in sub-structure complete as per drawing and Technical Specifications
21.16
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Plain/Reinforced cement concrete (RCC Grade M 30 ) 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
82.74
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications
12.5
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
45.99
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PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700
6.53
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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)
4
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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-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 Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified
28.16
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Providing and fixing of Standard Metal Delineator as per
IRC 79:2019 consisting of retro reflective area in white
color using full cube corner micro prismatic non-metallic
retro reflective sheeting on each side conforming with IRC
67 2012 and meeting the coefficient of retro reflection
values as per ASTM D 4956 Type XI table specification.
The delineator shall be painted with only black color
powder coat of minimum 40 microns thickness, on top of
which retro reflective sheeting only in white colour shall be
pasted on both sides. The structure shall have height not
less than 800 mm above the ground, width not less than
100 mm and shall extend not more than 300mm below the
ground while being installed. The delineator shall have
grooves across the length to make the reflective sheets
vandal-proof. The delineator is meant for application on
gaps in median, traffic islands, dangerous bends,
roundabouts, narrow bridges etc. or as desired by site
engineer.
230
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