Water Resources Department Tender
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Costs
EMD
₹ 1,18,380Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129675_11Tender No
06/Rajasthan/FZR/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Boring, providing and installing bored cast-insitu reinforced cement concrete pile of specified diameter and length below the pile
cap to carry a safe working load not less than specified, excluding the cost of concrete and steel reinforcement (The rates of concrete
and steel reinforcement are to be taken for respective item of chapter No.10 & 18 respectively) but including the cost of boring with manual auger (without bentonite solution) and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete as per BIS specifications/ codes, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap)
134.81
-
-
Reinforced cement concrete M-25 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
59.32
-
-
Levelling Course for Pile cap. Providing and laying of PCC M110 levelling course 100mm thick below the pile cap.
7
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
39.39
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications Up to 5.00 mt. height
41.1
-
-
Plain/Reinforced cement concrete in Super-structure complete as per drawing and Technical Specifications Up to 5.00 mt. height
39.55
-
-
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications
55.57
-
-
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
0.41
-
-
Cement Plaster 12.5 mm thick 1:4
21.63
-
-
Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material.
41.96
-
-
Providing and laying 6 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in MOST Drg. No SD/200.
8.33
-
-
Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications
8.33
-
-
Providing and laying bituminous macadam 80mm to 100mm thick with Continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.30%, laid over a previously prepared surface with paver finisher mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications.
8.33
-
-
Providing and lapplying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil,grease, effloroscence and applying paint @ of 1 Litre for 2sqm
99.49
-
-
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
145.08
-
-
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
14.08
-
-
Making bore and installation of pumping set for dewatering arrangements complete in all respects.
90
-
-
Running & Maintenance of Pumping Set 8 HP/Genrator Set for dewatering arrangements complete in all respects.
15840
-
-
Vertical load testing of piles in accordance with IS 2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge.( on test pile)
90
-
-
Lateral load testing of piles in accordance with IS 2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge.( on test pile)
45
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-
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads (with lead upto 3 km (i/c Ist 450mtr and last 0.54 km katcha
3121.81
-
-
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