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Ref. Number : 42413374 Tender Number : No.WRD/WDXII/TECH./F.10/15/2020-21 Date: 14/01/2021 Line 1 Tender Prod. No : No.WRD/WDXII/TECH./F.10/15/2020-21 Date: 14/01/2021 Line 1
Requirement : Strengthening & relining of khandepar canal from chainage 0.00 to 3.00 km in v. p. collem, dharbandora taluka.
Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50mt.
Demolishing cement concrete 136 or richer mix including disposal of material within 50 m lead.
Earthwork in surface excavation not exceeding 30 cm depth (but exceeding 1.5 m width as well as 10 sq.mt on plan) including disposal of excavated earth beyond work site for all leads lift disposal earth to be leveled and neatly dressed in (b) hard soil.
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in a) all kinds of soil.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Centering and shuttering including struttings, propping etc. and removal of formwork for a). foundations, footings, bases for columns and mass concrete.
Providing and laying cement concrete 124 (1 cement 2 coarse sand 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering , shuttering and finishing in a) all works upto plinth level.
Centering and shuttering including strutting, propping 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.
Providing and laying cement concrete 124 (1 cement 2 coarse sand 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering ,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,parapits,coaping, bed blocks, ancher blocks, plain window sill, filles etc, up to five level.
Providing and fixing weepholes with rigid pvc make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the engineer in charge a)110 mm dia.
Earthwork in embankment with soil cement mix 300 mm thick with 10 percent cement and 90percent approved material ( contractor's earth ) including all lifts, leads, laying in layers not exceeding 100 mm thickness, controlled method of compaction as approved by engineer - in - charge to the required dry density at requisite moisture content etc. complete.
Providing and laying in position 50mm thick cement concrete 1 3 6 (1 cement 3 coarse sand 6 graded granitic or basaltic stone aggregate 20 mm nominal size) excluding the cost of centering, shuttering and finishing etc. for preparing sub grade for laying rcc canal lining.
Providing construction joints in canal lining with in situ sleepers in case of bed pre cast in case of sides both of size 150 x 75 mm section in cement concrete 11and half 3 (1 cement 1and half coarse sand 3 graded granitic or basaltic stone aggregate of 20 mm nominal size) incl. centering and shuttering, curing etc. complete and using bitumen and sealing compound of approved quality in joints as specified and directed by engineer in charge.
) (confirming to is 1786 of 1986) for rcc work(conforming to i.s. 1786 of 1986) including bending, binding and 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.
providing and laying in position 100 mm thick ( 1 1and half 3) reinforced cement concrete canal lining (1 cement 1and half coarse sand 3 graded granitic or basaltic stone aggregate 20 mm nominal size) excluding cost of centering, shuttering, and reinforcement but including water proofing compound of approved quality with ramming consolidating curing and finishing the surface with cement mortar 1 3 ( 1 cement 3 fine sand ) 6 mm thick as specified and directed by engineer in charge etc. complete including all lifts and leads.
Providing contraction joints as per is 3873 - 1978 in canal lining of (11and half 3) reinforced cement concrete ( 1 cement 1and half coarse sand 3 graded granitic or basaltic stone aggregate 20 mm nominal size) including centering and shuttering, and using bitumen sealing compound of approved quality in joints as specified and directed by the engineer in charge.
construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with static roller to meet requirement of table 300-2 as per morth specification 305.
Supply of fibre glass reinforced(frp) needles without frp coated m.s. frame needles shall be made out of standard quality frp composite materials.smooth surface shall be provided from both the sides of the needles, toung and box type groov shall be provided to the needles for interlocking in to each other.box type groove protect the edge of the needle. rubber seal of size 15mmx4mm thick shall be fixed in to the groove for water tight performance.handles shall be provided at two locations for lifting and lowering of needle in tto frame.frp needless shall be tailor made sections as per size required at site for closing the bandhara and as directed by engineer-in-charge etc.complete.
Supply of fibre glass reinforced(frp) needles without frp coated m.s. frame needles shall be made out of standard quality frp composite materials.smooth surface shall be provided from both the sides of the needles, toung and box type groov shall be provided to the needles for interlocking in to each other.box type groove protect the edge of the needle. rubber seal of size 15mmx4mm thick shall be fixed in to the groove for water tight performance.handles shall be provided at two locations for lifting and lowering of needle in tto frame.frp needless shall be tailor made sections as per size required at site for closing the bandhara and as directed by engineer-in-charge etc.complete.

Key Values

Document Fees : INR 15,000
EMD : INR 639,373
Tender Estimated Cost : INR 31,968,646
Closing Date : 2/02/2021
Location : Goa - India

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