Water Resources Department Tender
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Costs
EMD
₹ 5,91,900Document Cost
₹ 2,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129824_1Tender No
31/24-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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
3000
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-
Extra for Carriage of Earth/Soil beyond 450 m but upto 1 KM with hydraulic tractor & trolly (Katcha)
3000
-
-
Extra for Carriage of Earth/Soil beyond 450 m but upto 1 KM with hydraulic tractor & trolly (Pucca)
3000
-
-
Extra for Carriage of Earth/Soil beyond 1 KM but upto 10 KM with hydraulic tractor & trolly (Katcha) (For Every KM)
3000
-
-
Extra for Carriage of Earth/Soil beyond 1 KM but upto 10 KM with hydraulic tractor & trolly (Pucca) (For Every KM)
3000
-
-
Extra for Carriage of Earth/Soil beyond 10 KM with hydraulic tractor & trolly (Katcha) (For Every KM)
3000
-
-
Extra for Carriage of Earth/Soil beyond 10 KM with hydraulic tractor & trolly (Pucca) (For Every KM)
3000
-
-
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.
26911
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-
Dressing of Earth work ( NEW )
27400.64
-
-
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth)
3966.76
-
-
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (1.5 to 3 mtr depth)
923.81
-
-
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specification
34630
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-
Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
34753.68
-
-
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 (For Trapozoidal Section and Cup Section of all radius) For Sleeper
236.17
-
-
Cement concrete lining 10cm thick or less with mechanical paver 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 (For Trapozoidal Section and Cup Section of all radius) For bed &side slopes
2376.17
-
-
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 (For Trapozoidal Section and Cup Section of all radius) For Coping
211.61
-
-
Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications
920.08
-
-
Filling Construction Joint with sealing compound complete in all respect
10405.71
-
-
Filling expansion joint with Sealing Compound. complete in all respect
517.14
-
-
Extra bitumen painting at 0.69 per sqm (on sleeper)
1770.15
-
-
Providing & laying 150 micron Polyethene Sheet over sleeper
248.58
-
-
Dag Belling single kassi stroke complete in all respect
7.36
-
-
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.
1
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-
Earth work involved in dismantling Open flume,A.P.M. or O.S.M. type Outlets (includingexcavation, refilling , consolidation and dressing ) with H upto 0.5 mtr
5
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-
Dismantling O.F., A.P.M. Or O.S.M. type outlets involving dismantling cement masonry and removing of precast R.C. Slab ‘H’ upto 0.50 mt.
5
-
-
Adjusting new APM block in correct ‘y’ and fixing in position.
5
-
-
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
71.93
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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. (for slab)
3.91
-
-
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
9.95
-
-
Centering and shuttering for columns (Square or rectangular or poly gonal in plain)
9.3
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-
Extra labour for dressing of bricks on OF & APM type outlet with ‘H’ upto 0.50 mt
5
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-
Providing APM cast iron block complete in all respect
5
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-
12.5 mm thick cement plaster 1:4
289.27
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-
Cement Concrete 1:2:4 complete in all respect.
5.36
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-
Preparation of Plastered surface for distempering including surface,applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete
324.4
-
-
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.
324.4
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Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface
324.4
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-
Painting New letters on surface
9988
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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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-
Dismantling brick work tile, masonry or tile lining in Cement
2254.59
-
-
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).
50.19
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-
Scraping (Cement Plaster)
25.4
-
-
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
168.35
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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)
26.28
-
-
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
-
-
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
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications
12.5
-
-
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
-
-
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
-
-
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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-
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-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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-
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