BRR : 10291594
Tender Brief : Tender for construction work of additional work in the building of Primary Junior High School in Vidhansabha Constituency 389 Sahar Dakshini, 1 Excavation in founadtion in ordinary soil (loamclay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m, from the foundation trenches including all T & P phowarah and basket etc. complete. S.I.... Read More
Tender Value
₹
14,52,000
Submission Date
24-09-2024
Participated Bidder List
2 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | 9,72,305.94 | L1 | |||
| 2 | cnet-technologies | Bid Analytics | 9,72,403.18 | L2 |
Work Detail
tender for construction work of additional work in the building of primary junior high school in vidhansabha constituency 389 sahar dakshini, 1 excavation in founadtion in ordinary soil (loamclay or sand) including lift up to 1.5 m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m, from the foundation trenches including all t & p phowarah and basket etc. complete. s.i. no-251 with 1 - lift1.00 to 1.50m height 2 excavation in founadtion in ordinary soil (loamclay or sand) including lift up to 1.5 m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m, from the foundation trenches including all t & p phowarah and basket etc. complete. s.i. no-251 with 2 - lift2.00 to 2.50m height 3 excavation in founadtion in ordinary soil (loamclay or sand) including lift up to 1.5 m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m, from the foundation trenches including all t & p phowarah and basket etc. complete. s.i. no-251 chamber 4 concrete with 4cm. gauge brick ballast, sand of 1.25 f.m. and cement in proportion of 8:4:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work.s.i. no-275 5 m-150 brick work in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and t&p etc. required for proper completion of work. s.i. no-305 6 r.c.c. work with cement approved course sand and 2 cm gauge approved stone ballast in the proportion of 1:1.5:3 in slab , excluding its fixing and binding the samewith 24 b.w.g.g.i.bindng wire and including necessary centring and shuttering etc. and also including supply of all materials required for proper completion of work. binding wire to be supplied by the contractor free of costs.i.no-288(b) 7 12mm thick rough surfaceplaster with 1:4 cement & f/sand of 1.25 fm minimum thickness not to be less than 10 mm i/c supply of all materials labour and t & p etc required for proper completion of work. si no. 584 8 mild steel or iron work in plain work such as in reinforced concrete or reinforced brick work ( when not ic in overall rates) wrought to required shape as nessary ic bending for proper completion of the work and ic supply of steel its westage. bend hooks and authorized overlapping shall be measured. s.i. no-504 9 lowing and fixing -150 mm dia well casingpvc pipe for bore wellwith boring and labour charge .as per dsr code no.23.3.2 @793.25 10 providinggravel for filter chamberas per dsr code no.23.6 @1538.25 11 filling bolder for filter chamber as per dsr code no.23.5 @1509.80 12 c.sand filling for filter chamber .as per dsr code [email protected] 13 mesh 1mmx 1mm for filter chamber as sor 2020material20(v) 14 compressor for cleaning of filter chamber . 15 providing gravel for borewell.as per dsr code [email protected] 16 providing and placing in position filter of 40mm diameter g i pipewith brass strainer of approved quatity as per dsr code no18.43 @960.30 17 disposal of excavated e/w 18 supply and fixing 100 mm dia pvc pipe for collecting rain water. 19 providing and laying virtified floor tiles kjaria / i.s.i brand in difrent ( thickness specified by manufacturer ) with water absorption less than 0.8 % and confirming to i.s 15623 of approved make in all colours and shade laid on 20 mm thick cement morter1:4 (1cement 4 coarsesand ) including grouting the joints with white cement and matching pigments etc. complite ( size of tils 600x600 mm )s.i. no-cpwd.11.41.1. ch. no-14 20 providing and laying of kota stone including supply of all materials labour t&p for proper completion of work. 21 one coat of cementprimer and two coat oil distemper on new work including supply of all materials labour and tools and plants etc. required for proper complition to the work s.i. no-649+650 22 excavation in foundation ordinary soil to be as si no. 251 23 c.c. in 1:6:12 cement sand and 40mm gauge brick in foundation with s/o all materials labour t&p as per si no. 273 (in p. wall) 24 m-150 brick work in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and t&p etc. required for proper completion of work.s.i. no-305+309+310 25 12mm thick plaster with 1:6 cement & f/sand of 1.25 fm minimum thickness not to be less than 10 mm i/c supply of all materials labour and t & p etc required for proper completion of work. si no. 586 26 construction of granular sub- base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at omc and compacting with smooth wheeled rller complete as per t.s.clause 401. 27 red 50% providing and laying of interlocking concrete block pavement havingthickness 80 mm including leveling and dressing of surface to required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and technical specification clause 1504 28 grey 50% providing and laying of interlocking concrete block pavement havingthickness 80 mm including leveling and dressing of surface to required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and technical specification clause 1504 29 supply and fixing of fire extinguisher, abc type 4.00g capacity(isi marked is:15683 and tac apporved) complete with initialchargeand wall bracket ,along withsupply of al mterial and labour proper completion of work sino.1131 as persor 2018 30 s/ fixing of information signboard
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