BRR : 3745853
Click Here To View Tendering Authority. Aoc City/State :  daman, Daman And Diu
Tender Brief : Tender For Addition Alteration And Special Repairs To Existing Boundary Wall At Trv Icgas Daman; 1 Demolition Of Reinforced Cement Concrete Of Any Description And In Any Position Not Specifically Provided For All As Specified And As Directed. 2 M&L For Brickwork With Sub Class B Bricks, Straight Or Curved On Plan Exc 6M Mean Radius, Built In Cement Mortar 1:6 Including Demolition Of Brickwork Or Stone / Boulder Masonry, Built In Cement Mortar Including All Quoins, Arches, Pillars, Etc, But Excluding Ashlar Facings, Dressed Stonework And Precast Concrete Articles Complete All As S... Read More
Tender Value
Ref. Document
Contract Value
₹ 30,83,325
Submission Date
02-01-2024
Contract Date
15-03-2024
Completion Date
180 days
Participated Bidder List
8 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics 39,60,050 L4
2 cnet-technologies Bid Analytics 30,83,325 L1
3 cnet-technologies Bid Analytics 37,65,825 L3
4 cnet-technologies Bid Analytics 41,50,125 L6
5 cnet-technologies Bid Analytics 40,18,900 L5
6 cnet-technologies Bid Analytics
7 cnet-technologies Bid Analytics 71,12,636 L7
8 cnet-technologies Bid Analytics 36,00,505 L2
Work Detail
tender for addition alteration and special repairs to existing boundary wall at trv icgas daman; 1 demolition of reinforced cement concrete of any description and in any position not specifically provided for all as specified and as directed. 2 m&l for brickwork with sub class b bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 including demolition of brickwork or stone / boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed. 3 excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc for shaft wells cesspits manholes pier holes etc not exc 10sqm on plan and not exc 1.5m in depth and getting out in soft / loose soil , complete all as specified and as directed. 4 returning, filling in soils including spreading leveling watering and well ramming in layer not exc 25 cm thick each layer , complete all as specified and directed 5 removing of excavated soil exceeding 250 mtrs but not exc 500m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed 6 m&l for cement concrete type d-2, 1:4:8 ( using 40mm graded stone aggregate ) as in foundation filling and mass concrete , complete all as specified and as directed.. 7 m&l for reinforced cement concrete ( design mix ) in cement concrete m-30, ( using 20 mm graded stone aggregate ) as in foundations including rafts, footings, plinth beam, foundation beams, bases for colums etc, basement slabs, under-reamed piles and mass concrete , complete all as specified and as directed. 8 m&l for reinforced cement concrete ( design mix ) in cement concrete m-30 ( using 20 mm graded stone aggregates ) as in columns, pillars, piers, posts and struts , complete all as specified and as directed. 9 m&l for reinforced cement concrete ( design mix ) in cement concrete m-30, ( using 20 mm graded stone aggregate ) as inbeams , cantiliver, bressummers, lintel over 1.5 m span , complete all as specified and as directed. 10 m&l for mild steel tmt bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hoopingfor columns hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing, complete all as specified and as directed. 11 m&l for mild steel tmt bars 5mm dia and over upto and including 10mm dia in stirrups spacers and binders cut to length bent to shape required and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips , complete all as specified and as directed.. 12 m&l for formwork to sides of concrete foundation, footings, bases of columns, raft beams, sides and soffits ( if any ) of foundation and plinth beams; and similar work; vertical or to batter, for rough finished flat sufaces of concrete , complete all as specified and as directed. 13 m&l for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surface of concrete. 14 m&l for formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished surfaces of concrete in square, rectangular or polgonal, complete all as specified and as directed. 15 m & l for 110mm bore pvc swr pipes single stack in any length as in weep holesof walls complete all as specified and as directed. 16 m&l for 15 mm thick rendering in cm 1:4 on brick / concrete surfaces and finishing the surface even and fair complete all as specified and directed. 17 m&l for rendering in cm 1:4, 15 mm thick in on brick / concrete surfaces and finishing the surface even and fairincluding taking down cement plaster on brick masonry walls built in cement mortar including raking out joints, hacking for key, scrubbing down with water and removal of debries out side from md land complete all as specified and directed. 18 m & l two coats of cement base paint over a coat of white cement primer including preparation ofnewly plastered surface on wall, complete, all as specified and directed. 19 m & l one coat of cement base paintincluding preparation of old plastered surface on wall, complete, all as specified and directed. 20 m&l for framed work such as grills, gratings, etc, with ends of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to fe 290. gde e-165 etc complete including dismantling of old from its existing position all as specified and directed. 21 mild steel works conforming to fe-290 gde e-165 as in angle posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets ( for securing wire mesh etc. ) including all necessary drilling, bolting or riveting, etc., and similar work complete including dismantling of old from its position all as specified and as directed. 22 m&l for cement concrete type b1, 1:2:4 ( using 20mm graded stone aggregate ) as in copings, kneelers, apex stone, bed plates, kerbs, water troughs and the like including weathering , slightly round or chamfered on edge including necessary use and waste of formwork complete including demoliton of old concrete from its position all as specified and as directed. 23 m&l for preparation of new steelsurfaces exc 10cm width and girth and applying two coats of synthetic enamel paint over a coat ofred oxide primer etc complete all as specified and as directed. 24 m&l for preparation of old steelsurfaces exc 10cm width and girth and applying onecoats of synthetic enamel paint complete all as specified and as directed. 25 s & fin repairs, galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining, and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc as directed ( each line wire to be measured ) complete all as specified and as directed. 26 all as per serial item no 25 above but except material and restraining, re-securing barbed wire fencing including making good staples etc complete all as specified and as directed. 27 s & f in repairs, for galvanised mild steel concertina coil fencing with punched taperconcertina coil 600mm dia 10 meter openable length ( total length 90m ) , having 50 rounds per 6meter length, spring core wire 2.5mm dia of high tensile strength of 165kg / sqmm with tape 0.52mm thick and weight 43.478gram / meter and fixing the same with existing angle iron frame with 6 horrizontal rbt ( rainforced barbed tape ) wire, stud tied with gi stapleand gi clip to retain horrizontal including necessary bolts etc including all necessary scafolding like timbering, planking, struting and props etc complete all as specified and as directed. 28 & l for hand packing ( any thickness ) at back of walls over arches etc. and raising ( or lowering ) to required level all as specified and as directed.
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Result Documents
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Download ad3bf68b-ac9e-40dd-8849-3426c8404370 Tender Documents
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Awarded Bidder(s)
1
cnet-technologies
Rank : L1 (Lowest)
Bid Amount : ₹ 1,00,00,000
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