Water Resources Department Tender
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Costs
EMD
₹ 6,16,006Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2023_WR_110998_2Bid Award Id
ViewTender No
08/2023-2024 dated 13.10.2023Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Disposal/carraige from 0 upto 450m
15047.06
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Disposal/ carraige additional beyond 450m upto 1Km(kacha)
15047.06
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Disposal/carraige for every additional Km upto 10Km(kacha)
15047.06
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Disposal/ carraige additional beyond 450m upto 1Km(pucca)
15047.06
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Disposal/carraige for every additional Km upto 10Km(pucca)
15047.06
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Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone
boulders, Kankar and building rubbish, Earth. (0-10 Km)
15047.06
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Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone
boulders, Kankar and building rubbish, Earth. (0-11 Km)
15047.06
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Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone
boulders, Kankar and building rubbish, Earth. (0-12 Km)
15047.06
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Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone
boulders, Kankar and building rubbish, Earth. (0-13 Km)
15047.06
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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 specifications.
14214.86
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Dressing of Earth work ( NEW )
244.33
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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)
2426.02
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Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing ofbottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within
lead of 30 meters.
119.03
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Dressing of side slopes, Bed & Prapration of sub Grade of Lining
8256.54
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Putting 1:3 (cement :water) cement slurry with cement @
2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes
9668.82
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Providing and laying cement concrete lining 75mm thick or less (75mm) laid manually for irrigation channel using cement concrete M-15 with cement content 325kg/cum mixed in automatic computerised batching mixing plant and transported to site in transit mixer with an average lead of 1 km. (For trapezoidal section and cup section of all radii)
489.92
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Cement concrete lining M-15 for coping & Sleepers mixed in
automatic computerised batching and mixing plant and transported to site in transit mixer complete in all respect in PWD specifications
70.9
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Shuttering for faces of concrete lining on side slopes and bed complete in all respect in PWD specifications
160.6
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Filling Contraction/construction joint with Special impervious hot
pour 12.50 mm wide
2644.02
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Filling Expansion joint with Special impervious hot pour 12.50 mm wide
217.92
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Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect
544.12
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Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
52.59
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Providing & Fixing Boundary Pillars
16
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Providing & Fixing Distance Marks
8
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Earth Work involved in dismantling of outlet ’H’ upto 0.50mt.
4
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Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.
4
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Adjusting new APM block in correct ‘y’ and fixing in position
4
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C.C. 1:3:6 with brick ballast 40 mm gauge
330.06
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Brick masonry in 1:3 CSM
20.2
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RCC M-20 for slab
1.28
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Bending binding and placing in position CTD bars Fe 500
0.96
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Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt
4
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
255.41
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First class burnt brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level.
1789.53
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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
1884
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Preparing watering and ramming surface for laying concrete, for irrigation channels horizontally.
568.26
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. For PCC M-15 Grade i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.
85.24
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Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-30 grade, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.
333.22
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Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-25 grade, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect
160.84
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Furnishing and Placing Reinforced cement concrete in super- structure as per drawing and Technical Specification for RCC M-40 grade for anti crash barrier, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.
48.36
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Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and Technical Specifications.
48.28
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Supplying Direction/Diversion Plate 900x300 mm rectangular with high intensity microprismatic grade retro reflective sheeting Type IV.
12
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Labour for First class burnt brick work laid in mud mortar in foundation and plinth.
40.8
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Dismanteling brick work in mud mortar
40.8
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Providing and fixing drainage spout complete as per drawing and Technical specification.
20
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Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.
110mm o/d PVC pipe of 2.5 Kgf. /sqcm
123.97
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Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or lass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280.
296
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Cautionary sign board 900x900x900mm triangular 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
12
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Definition Plate 600x200mm rectangular as per 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.
12
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Mandatory sign board 900mm circular 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.
12
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Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012,
24
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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
48
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Dismantling brick edging in strengthening portion include sorting and stacking dismantled material Complete.
4.56
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Dismantling of existing Surface Pavement including crust and stacking of usable material and disposal off unusable material complete in all respects.
128.1
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Compaction of earthwork and preparation of sub-grade including loosening leveling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in table 300-2 as per technical clause 305 of MORT&H Specifications
854
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Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab
PWD specifications
146.4
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Relaying of recovered material obtained from dismantling of road crust as Construction of granular sub-base by providing coarse graded material grading- I, spreading in uniform layers with motor
grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of ORT&H specifications
76.87
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Filling expansion joints with special impervious hot pour 12.5 mm wide
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Any other Items
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