Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 89,164Document Cost
₹ 4,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2025_WRD_21917_1Tender No
WRD/Mhadei Cell/F37-1/01/2025-26/Sr2Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Centering and shuttering including strutting, propping etc. and removal of formwork for : a) Foundation , footings , bases for columns and mass concrete.
253.88
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Providing and laying in position(1:1 1/2:3) reinforced cement concrete excluding the cost of centering , shuttering , finishing and reinforcement (1 cement: 1 1/2 coarse sand : 3 graded stone aggregate 20 mm nominal size): i) All works uto plinth level
19.25
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Centering and shuttering including strutting, propping etc. and removal of form work for: b) vertical surfaces such as retaining walls, return walls, walls (any thk) including attached pilasters, buttresses , plinth and string courses , fillets, etc.
307.11
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Centering and shuttering including strutting, propping etc. and removal of form work for: iii) columns, piers ,pillars, abutments, posts and struts (square rectangle ploygon in plan)
30.13
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Providing and laying cement concrete 1 : 2 :4 ( 1cement : 2coarse sand : 4 graded granitic a basaltic stone aggregate 20mm nominal size ) excluding cost of centering and shuttering and finishing in : b)In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.
120.11
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Providing and laying in position(1:1 1/2:3) reinforced cement concrete excluding the cost of centering , shuttering , finishing and reinforcement (1 cement: 1 1/2 coarse sand : 3 graded stone aggregate 20 mm nominal size): b) in walls (any thickness ) , including attached pilasters , buttresses , plinth and string courses , fillets , columns , pillars , piers , abutments , posts and structs etc. upto floor five level
10.38
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Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
1333.35
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Providing and fixing PVC WATER SEAL in constructions joints as per design and drawing shall with stand the pressure to the tune of 5kg / Cm2 of approved quality and conforming to relevant IS code and shall be of one piece and jointing of small peaces shall be avoided the normal width shall not be less than 305mm and thickness shall be between 9.00 to 12.00mm and shall with stand minimum hydro static, Pressure of 30m. of water, including the cost of all materials, labors, tools and plants required in the operation of above work and including the incidentals involved as per specification, drawing and directives of Engineer in charge.
73.8
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12 mm cement plaster 1 : 4 ( 1 cement : 4 coarse sand )
204.89
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Providing and fixing in position mild steel Kolhapur-type weir needles ( 2.00MX 0.50M) Clear span with nuts and bolts and water tight rubber seals – T – shaped in horizontal and rectangular in vertical position confirming to IS – 4828 – 1975, fabricated as per approved drawings and specifications, along with two 100X100X 8 mm M.S. equal angles with hold fast in pier grooves, including the cost of cutting, welding, hoisting, fixing in position true to line, level and plumb, applying priming coat of red lead paint and two coats of black anti corrosive bitumestic paint etc. complete, as directed by the Engineer-in-charge.
15
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc in pipeline trenches and other foundation complete
11.71
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Re filling the pipeline /foundation trenches, plinth sides, foundation etc with available excavated earth in layers not exceeding 20 cm depth consolidating each layer, ramming and watering lead upto 50 m and all lifts and disposal of surplus earth as directed by Engineer in charge.
78.22
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