BRR : 4696918
Tender Brief : Tender For Development Of 2.0 Nos Pond (Khasra No-227, 229 And 52) In Village Rithori, Greater Noida, 1 BOQ 2 Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming ofexcavated earth into the trenches or 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 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only(SOR-251a)... Read More
Tender Value
₹
1,13,80,714
Contract Value
₹ 85,29,845.77
Saving / Difference
₹ 28,50,868
▲
Submission Date
19-07-2024
Contract Date
20-11-2024
Completion Date
180 days
Participated Bidder List
3 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | 86,03,820.42 | L2 | |||
| 2 | cnet-technologies | Bid Analytics | 85,29,845.77 | L1 | |||
| 3 | cnet-technologies | Bid Analytics | 86,98,280.35 | L3 |
Work Detail
tender for development of 2.0 nos pond (khasra no-227, 229 and 52) in village rithori, greater noida, 1 boq 2 excavation in foundation in ordinary soil(loam, clay or sand) including lift upto 1.50 m. and lead upto 30 m. and including filling watering and ramming ofexcavated earth into the trenches or 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 30 m. from the foundation trenches. (where machine con not reach/move). for building work only(sor-251a) 3 depth from 0.00-1.50 mtr 4 depth from 1.50 mtr - 3.00 mtr 5 carriage/disposal of earth /material by mechanical transport incuding loading, unloading and stacking 6 lead upto 1.0 km. (sor-261) 7 cement concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (sor-281) 8 reinforced cement concrete in open foundation complete as per drawing and technical specifications. rcc grade m25 using batching plant transit mixer & manual placing . (morth-20/15.11/case-ii) 9 reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete.(sail steel) 10 tmt bars dsr-18/5.22.6ar 11 m-150 brick work 1:4 one cement & coarse sand of 2.20 f.m. mortar in foundation and plinth including supply of all materials, labour and t&p etc. requried for proper completion of the work. sor-305a 12 2 cm thick damp proof course with cement and approved coarse sand 1:2 with and including water proofing as ordered by the engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (sor-360) 13 cement concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (sor-279a) 14 12mm cement plaster of mix 1:6 (1 cement:6 coarse sand) dsr-18/13.4.2 ar 15 providing, laying, jointing and testing of pvc pipe (finolex make ring fit) of following dia 6kg/cm2 including all specials & fittings etc. as required for proper completion of work (the contractor has to arrange the source of water and require head for testing). (ar/gnida) 110 mm dia (o.d.) ar 16 providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per is: 10910 on 12mm dia steel bar conforming to is: 1786 having minimum cross section as 23mm x 25mm and over all 17 supply of isi marked rcc s&s np-3 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (sor/dsr-2018) 18 250 mm dia np-3 pipe 19 laying of np-3 rcc s&s pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 coarse sand) including testing of joints etc. complete. (sor/dsr-2018) 20 250 mm dia np-3 pipe 21 providing and laying in position cement concrete 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) in concrete cradle under np-3 pipe of following diameter including centring shuttering but excluding excavation. (sor/ar/gnida) 22 250 mm dia np-3 concrete cradle 23 providing and stacking of terminalia arjuna of height 150-165 cm in big polybags of size 25cm asper direction of the officer -in charge 24 bmaboo 18 to 20 cm girth 25 supply of dewatering pump 10 hp (109) 26 supply of labour 27 preparation of lawn for grassing by excavating to a depth of 30cm removing all foreign bodies over 50mm dia, refilling with the mix of earth and manure in ratio 3:1 grade lawn areas to finish levels as indicated on grading plants. all lawn areas shall slope to drain where no grades between continual grade between exiting or fixed controls (such as walk curbs catch basins elevation at steps on building and level shown on plants roll scarify rank and level as necessary to obtain true even lawn surfaces. all finish grades shall meet approval of the project engineer before grassing is done grassing with seeding off seicction no 1 grassing including watering till the grass is fit for moving including mowing its complete (ar/gnida) 28 maintenance of trees, shrubs, creepers water lilly. hedge plants seasonal flower and lawn area including weeding hoeing and cutting of grass complete item and as per direction of engineer-in-charge 29 watering of developed lawn/ground cover area including arrangement of water system and proper completion of the work 30 construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no. 300-2 (morth- 305) all kind of soil. 31 supplying at site r.c.c standards post/struts/rails/pales of mix 1:1.5:3 (1) cement:1.5 course sand 3 graded stone aggregate 12.5 mm nominal size)with wooden plugs or 6 mrn bar nits wherever required as per direction of engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). (d.s.r- 2018/16.15.1/ar) 32 fencing with r.c.c post place at required distence embedded in cement concrete blocks, every 15th post, last but one end post and coner post shell be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighting the two posts fitted and fixed with g.i staples on wooden plugs or g.i binding wire tied to 6 mm bar nibs fixed while costing the of r.c.c (cost post posts, struts, earth work and concrete to bo paid to separately):-payment to be made per metre cost of total lenght of barbed wire used. 33 with g.i barbed wire. (dsr-2018/16.17.1/ar) 34 labour cess will be paid extra as per applicable 35 gst will be paid extra as per applicable
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Awarded Bidder(s)
1
cnet-technologies
Rank : L1 (Lowest)
Bid Amount :
₹
1,00,00,000
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