Water Resources Department Tender
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Costs
EMD
₹ 28,969Document Cost
₹ 1,000Tender Fee
₹ 1,709
Description
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Contact
Tender Id
2023_WR_109468_2Tender No
12/2023-24Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Plain/Reinforced cement concrete grade M30 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.
61.6
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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.
45.94
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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
24
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PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700
11.83
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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.
68.48
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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)
2
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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
29.89
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Single layer brick lining for irrigation channels (Distributaries and minors) or section for all depths consisting of:- a) First layer 12.5mm thick cement plaster 1:5 on sub grade and finished. b)Second layer of 10mm thick cement plaster 1:3 properly rendered and finished. c) 75mm thick bricks laid in 1:3 cement sand mortar over second layer, including supply and carriage of 1st class bricks, sand of requisite F.M.
from approved quarry, supply and carriage of cement from nearest market to site of work complete in all respect. In side slopes for all sections.
9.27
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Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 over 12.5mm thick cement plaster 1:5 including supply, carriage, loading and
unloading of materials from source to site of work complete in all respects. For Coping.
2.87
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Filling expansion joints with special impervious hot pour 12.5 mm wide including supply ,carriage, of material complete in all respect as per design/drawing and PWD
specifications.
336.6
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Dismantling brick work tile, masonry or tile lining ((b)) In cement
1.02
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (A) PCC Grade M15
12.07
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Excavation in Soil (any type) using Hydraulic Excavator
CK 90 and Tippers with Disposal up to 450 metres.
Excavation for roadwork in soil with hydraulic excavator
of 0.9 cum bucket capacity including cutting and
loading in tippers, trimming bottom and side slopes, in
accordance with requirements of lines, grades and
cross sections, and transporting to the embankment
location within all lifts and lead up to 450m
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