Water Resources Department Tender
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Technical
Technical
Additional Eligibility
Class Of Bidder
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Class A
Bid Capacity
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The formula for Assessed Available Bid Capacity is A * N * 2 - B.
Technical Capacity
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The bidder is required to have prior work experience in similar works, specifically in the field of civil engineering construction. The required prior work experience includes: * Experience as a Prime Contractor, in a Joint Venture, or as a Subcontractor
* Experience in their own country and/or in other countries
* Experience in the field of civil engineering construction, specifically in the type of works mentioned in the contract (e.g. Canals, Roads, Bridges, Railways, Cross Drainage Works, etc.) The value and percentage of similar works completed are as follows: * The bidder should have satisfactorily completed in the last seven years and as a prime contractor (or as a nominated subcontractor) one Bridge Work or Lining Work or Hydraulic Structure Work or Building Work or Mechanical Work or Electrical Works or Other Civil Works, of value not less than 80% of the estimated cost or two similar works of value not less than 50% of the estimated cost of work or three similar works of value not less than 40% of the estimated cost of work.
* The bidder should have completed at least one work of similar nature and complexity in the last five years, with a value of at least 50% of the estimated cost of the work being bid for. Specific values and percentages mentioned include: * The bidder should have an annual turnover of a certain amount, with a specified percentage of the turnover coming from construction works (no specific amount or percentage mentioned).
* The bidder should have a minimum cash investment of Rs. [amount] lacs during the implementation of the contract (no specific amount mentioned).
* The bidder should have access to lines of credit and other financial resources facilities, certified by their bankers, of at least 10% of the contract value. Note that there is no specific mention of the required number of years of experience, but the bidder's bid capacity is calculated based on the maximum value of Civil Engineering works executed in any one year during the last five years.
Costs
EMD
₹ 5,30,000Document Cost
₹ 2,000Tender Fee
₹ 5,900
Summary
Rehabilitation Of Birkishan Minor By Concrete Lining From Rd 28627-38000 Including Pucca Structure
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_WR_137750_1Tender No
63/24-25Tender 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 exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location i/c all lifts and leads excluding royality (Rural area Lead taken as 3 km)
17780
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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.
18355
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Dressing of Earth work ( NEW )
22250
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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)
5470
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Dressing and preparation of sub grade for side slopes.
23854
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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 on bed & side slopes
23854
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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 Bed & side slopes)
1290
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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
176
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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
128
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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
4.5
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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
13330
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Extra for Bitumen Painting @ 0.69 kg per Sqmt. supply carriage of material complete in all respect
1060
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Providing & laying 150 micron Polyethene Sheet over sleeper
147
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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
1331
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Earth Work involved in dismantling of outlet ’H’ upto 0.50 mt
8
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Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.
8
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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
8
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Adjusting new APM block in correct ‘y’ and fixing in position
8
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C.C. 1:4:8 with brick ballast 40 mm gauge
32
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
75
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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
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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.
9
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Extra labour for dressing of bricks for outlet with ‘H’ upto .5 mtr
8
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12.50 mm thick cement plaster 1:4
97
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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
103
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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.
20
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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
6
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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
142
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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)
2
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Cement Concrete 1:2:4 complete in all respect.
3
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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
121
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Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface
121
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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.
121
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Painting New letters and figures on black synthetic enamel paint to an even shade on surface
6580
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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
305
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Centering and shuttering for columns (Square or rectangular )
20
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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)
10
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Plain/Reinforced cement concrete (RCC Grade M10 ) in sub-structure complete as per drawing and Technical Specifications
15
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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
70
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications
16
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PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700
8
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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
32
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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
6
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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)
4
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Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).
4
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Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (fromPathankot or approved equivalent quarry)
2
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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.
160
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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.
160
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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.
24
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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
3.9
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Supply and fixing of well cap having thread to fix on housing pipe complete in all respects. (c) 200 mm internal diameter
4
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.
88
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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.
1
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Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H
40
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