BRR : 1557534
Tender Brief : Construction Of Concrete Road From Malihati Rana Para To Malihati Icds School At Malihati Sansad , Mouza- Malihati , ( p-237 , item-3 . 04 ( ii ) ) earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1 . 5m ( mode of measurement: pre works and post works ) ( ii ) in mixed soil ( i , e . clay mixed with kankar , pebbles , moorum etc . ) , ( p-286 , item-12 . 04 ) sand filling in foundation trenches and at the back of abutments , wing-walls etc . with good local sand free from earth in layers not exc... Read More
Tender Value
₹
6,48,920
Contract Value
₹ 6,16,538.89
Saving / Difference
₹ 32,381
▲
Submission Date
23-03-2020
Contract Date
22-05-2020
Completion Date
45 days
Participated Bidder List
4 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | 6,48,465.76 | L3 | |||
| 2 | cnet-technologies | Bid Analytics | 6,48,920 | L4 | |||
| 3 | cnet-technologies | Bid Analytics | 6,16,538.89 | L1 | |||
| 4 | cnet-technologies | Bid Analytics | 6,45,610.51 | L2 |
Work Detail
construction of concrete road from malihati rana para to malihati icds school at malihati sansad , mouza- malihati , ( p-237 , item-3 . 04 ( ii ) ) earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1 . 5m ( mode of measurement: pre works and post works ) ( ii ) in mixed soil ( i , e . clay mixed with kankar , pebbles , moorum etc . ) , ( p-286 , item-12 . 04 ) sand filling in foundation trenches and at the back of abutments , wing-walls etc . with good local sand free from earth in layers not exceeding 15 cm . including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand . quality of sand is to be approved by the engineer-in-charge . , ( p-332 & 333 , item-18 . 07 ( a ) ) providing and laying design mix concrete for plain / reinforced concrete work in any part of bridge ( excluding bottom plugging ) with coarse aggregates of appropriate nominal size and grading , fine aggregate ( sand ) conforming to proper grading zone , both of approved quality and cement , as necessary , including labour , cost and carriage of all materials and including preparation of design mix , approval of the same by the engineer-in-charge and cost for quality control , sampling , testing etc . all complete but excluding ( m15 ) , ( building schedule ) plaster to wall , etc . with sand & cement morter including rounding off corners or chamfering as directed & racking out joints including throating , nosing & drip coarse , curring complete , scaffolding / staging where necessary , ( building schedule ) neat cement punning about 1 . 5 mm thick in wall dedo , window sill , floor drain etc . , ( p-286 , item-12 . 04 ) supplying , fitting and placing hysd bar reinforcement in bridge super-structure including initial straightening , straightening of coils bars , removal of loose rust ( if any ) , cutting to requisite length bending , binding with annealed wire not less than 1 mm in size and conforming to is 280 at every intersection hooked and bent to correct shape and placed on forms etc . including cost of black annealed wire and cost of loading , unloading , carriage of all steel materials complete as per drawing and technical specifications . , providing and laying design mix concrete for plain / reinforced concrete work in any part of bridge ( excluding bottom plugging ) with coarse aggregates of appropriate nominal size and grading , fine aggregate ( sand ) conforming to proper grading zone , both of approved quality and cement , as necessary , including labour , cost and carriage of all materials and including preparation of design mix , approval of the same by the engineer-in-charge and cost for quality control , sampling , testing etc . all complete but excluding ( m20 ) , box cutting or filling in road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on bream to approximate grade & camber and rolling the sub-grada with power roller to proper camber and grade as per direction and satisfaction of engineer-in-charge including uprooting and removing plants and jungles when and where necessary ( a ) depth up to 150 mm . , supplying , spreading and consolidating moorum with sand to a depth of 75 mm at desired density and c . b . r . as per specification with power roller to proper gradient and camber including watering as necessary , and lighting , guarding , barricading and making adequate earthen bundh where necessary to protect the the edges and curing with water for 2 to 3 days , mending cracks by rolling where necessary including all incidental charges of roller , cost of fule & lubricants etc . complete as per specification . , ( p-332 & 333 , item-18 . 07 ( c ) ) providing and laying desing mix concrete for plain /reinforced concrete work in any part of bridge ( excluding bottom plugging ) with coarse aggregates of appropriate nominal size and grading , fine aggregate ( sand ) conforming to proper grading zone , both of approved quality and cement , as necessary , including labour , cost and carringe of all materials and including prepartion of design mix , approval of the same by the engineer-in -charge and cost for quality control , sampling , testing etc . all complete but excluding cost of labour and materials for formwork & reinforcement works . ( m25 ) , ( p-332 , item-18 . 05 ( b ) ) hire and labour charges for shuttering with or without staging upto 4 . 0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert , box culvert , cross-drain etc . the rate is inclusive of fitting , fixing and striking out after completion of work as per specification and direction . ( b ) where staging is not required , supplying & laying of polythene sheet ( 150gm/sqm ) over damp course or below flooring or roof terracing or in foundation trenches . , supplying , spreading and consolidating moorum to a depth of 75 mm at desired density and c . b . r . as per specification with power roller to proper gradient and camber including watering as necessary , and lighting , guarding , barricading and making adequate earthen bunch where necessary to protect the the edges and curing with water for 2 to 3 days , mending cracks by rolling where necessary including all incidental charges of roller , cost of fule & lubricants etc . complete as per specification . , providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 % bitumen by weight @ 3 meter inter vel , supplying , fitting fixing including witting r . c . c display board . , 12 % gst & 1% labour cess
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Awarded Bidder(s)
1
cnet-technologies
Rank : L1 (Lowest)
Bid Amount :
₹
1,00,00,000
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