Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date4 Mar 2024
Closing Date4 Mar 2024
Tender Amount₹ 48,38,47,921
Costs
EMD
₹ 58,39,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_900413_18Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/497 DATE-17.02.2024Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
BOQ Items
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 3.18
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lead upto 10 km.
44031.16
16088545
365.39
Construction of granular sub base by providing close graded material , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place mathod with rotavator at OMC. And compacting with vibratory roller to achive the desired density, complete as per clause 401 MORTH
6906.88
28827106
4173.68
Providing laying spreading and compacting graded stone aggregates to wet mix macadam spesification including premixing the material with water at OMC in mechenical mix plant carriage of mix material by tipper to site laying in uniform layer with paver in sub base/bace course on well prepared surface and compacting with vibrator roller to achived the desired density clause 406 of Morth AR/ Gnida) MORTH
8454.24
40395204
4778.1
Brick edging in full width and half brick depth including excavation , refilling and disposalplus of surplus earth lead of 50 mts
Based D.S.R 13/ 16.7.1
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Width bricks of class designation 150
4782.78
756587
158.19
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 10 kg/sqm using mechanical means.
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-
On granular base such as WBM and WMM suface with 10.0 Kg of bitumen for 10 Sqm.
33816.96
1621185
47.94
Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
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On bituminous surface with 3.0 kg of bitumen for 10 sqm MORTH
101450.88
1514661
14.93
Providing and laying dense graded bitumen macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.0% by Weight of Total mix and filler,transporting the hot to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause 505 complete in all respects. (MORTH/505)
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60mm compacted thickness with bitumen penetration of 60/70 @ 4.0% by weight of total mix.
2029.02
21008270
10353.9
Providing and laying dense graded bitumen macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5% by Weight of Total mix and filler,transporting the hot to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause 505 complete in all respects. (MORTH/505)
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50mm compacted thickness with bitumen penetration of 60/70 @ 4.5% by weight of total mix.
1690.85
18413525
10890.1
Providing and laying bituminous concrete with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder CRMB-55 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (MORTH--507)
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40mm compacted thickness with bitumen penetration of CRBM-55 @ 5.4% by weight of total mix
33816.96
16589247
490.56
Supply of R.C.C. Hume pipe NP-3 (S&S Type) ISI Marks S.O.R.38.1
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350 mm dia np-3 pipe
330
480460
1455.94
Laying NP - 3 R.C.C. 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:
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350 mm dia np-3 pipe
A.R./GNIDA
330
77566
235.05
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR-13/18.34.1/p-325
22
253096
11504.38
DRAIN WORK
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Excavation in foundation in ordinary soil (Loam,clayor sand) including lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth into the trenches or in to the space between the building and the sides of foundation trenches or in to 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) S.I.N . 251(a)
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0.0 -1.50
42762.06
4062395
95
1.50 - 3.00
27251.46
2997660
110
Cement Concrete with 4cm gauge approved stone ballast, coarse sand & cement in the propotion of 8:4:1 including supply of all materials, labour, tools&plants etc. required for proper completion of the work
2138.94
12448630
5820
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level (Sail Steel)
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-
Thermo-mechanically treated bars/Cold twisted bars. (DSR-13/5.22.6/P-99)
1397300.28
118002008
84.45
plain/Reinforceed cement concrete in open foundation complete as per Drawing and technical specifiations.RCC Grade M25 using batching plant transit mixture and manual placing Morth-20, Item-15.11 p-656
15719.9
126450404
8043.97
Providing & Fixing on wall face U V stablized unplasticised -PVC pipe upvc pipres (working pressure 4kg/cm2)single socketed pipe (single socketed having 3.2 mm wall thickness conforming to I.S. 13592 (4kg/cm2 including joint with seal ring confirming to I.S : 5382 leaving 10mm gap for thearmal expansion uPVC pipes (working pressure 4kg/cm2) single socketed pipe S.O.R
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110 mm dia
2576
489440
190
SEWER WORK
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Excavation in foundation in ordinary soil (Loam,clayor sand) including lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth into the trenches or in to the space between the building and the sides of foundation trenches or in to 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) S.I.N . 251(a)
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Depth 0.0 -1.50 m
19933.19
1893653
95
Depth 1.5 -3.0 m
16333.2
1796652
110
Depth 3.0 -4.50 m
12733.2
1591650
125
Depth 4.5 to 6.0 m
9133.2
1278648
140
Depth 6.0 to 7.5 m
2960.47
458872
155
Extra 25% for under subsoil condition
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-
-
3.00 - 4.50 m B.G.L
12733.2
318330
25
4.50 - 6.00 m B.G.L
9133.2
255729
28
6.00 - 7.50 m B.G.L
2960.47
91774
31
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-2 pipe of following diameter including centring shuttering but excluding excavation. (AR/GNIDA)
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1000mm dia NP-3 concrete cradle
2366.32
7455114
3150.51
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. (AR/GNIDA)
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1000mm dia NP-3 class
2389
15224475
6372.74
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. (AR/GNIDA)
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1000mm dia NP-3 class
2389
710106
297.24
Extra 25% for under subsoil condition . (Laying only)
2389
142026
59.45
Supplying and stacking at site.
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90 mm to 45 mm size stone aggregate.
622.45
1640004
2634.74
Extra 25% for under subsoil condition
622.45
328002
526.95
Plain/Reinforceed cement concrete in open foundation complete as per Drawing and technical specifiations.RCC Grade M25 using batching plant transit mixture and manual placing Morth-20, Item-15.11 p-656
917.97
7384123
8043.97
Extra 25% for under subsoil condition
917.97
1476820
1608.79
Cement Concrete with 4cm gauge approved stone ballast, coarse sand & cement in the propotion of 4:2:1 including supply of all materials, labour, tools&plants etc. required for proper completion of the work
1127.27
7890890
7000
Extra 25% for under subsoil condition
1127.27
1578178
1400
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
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T.M.T bars. DAR-18/5.22.6
34588.98
2921039
84.45
Extra 25% for under subsoil condition
34588.98
584207
16.89
Construction of composite section(Brick masonary and RCC core) conical manhole 1.50m internal dia at bottom and 0.56m dia top and 6.00 m deep in or under sub soli water .Brick massonary with 100 class designation FPS bricks in cement mortar 1:4(cement : coarse sand) and RCC core in cement concrete proportion 1:1 1/2 :3(1 cement: 1 1/2 coarse sand:3 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8(1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) over 100 mm dry stone soiling of 40 mm aggregate with 20% binding material such as moorum etc.well consolidated with steel rammers necessary shuttering etc. inside out side plastering 12mm thick with cement mortar 1:3(1 cement:3 coarse sand) finished with a floating coat of neat cement and making cunnette in cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement including providing and embedding of 12 mm poly propelene coated foot rest 300 mm centre to centre and embedded in cement concrete.
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( block 200X200 X100 mm) mix 1:2:4 including providing and fixing SFRC manhole cover and frame 560 mm internal dia matre(heavy duty) conforming to is 12592 with marking SEWER GNIDA total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 including centring and shuttering complete including all excavations, blck filling bailing or pumping out of water and disposal of surplus earth with in 50m complete as per design & instruction of E/I( no extra payment shall be made on account of circular work)
80
10983371
137292.14
FOR 1.5 m Internal dia 6.0. m deep conical Manhole of Composite Section (Extra depth)
75
1800191
24002.55
Construction of RCC core conical manhole 1.50m internal dia at bottom and 0.56m dia top and 9 m deep in or under sub soli water .Brick massonary with 100 class designation FPS bricks in cement mortar 1:4(cement : coarse sand) and RCC core in cement concrete proportion 1:1 1/2 :3(1 cement: 1 1/2 coarse sand:3 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8(1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) over 100 mm dry stone soiling of 40 mm aggregate with 20% blinding material such as moorum etc. well consolidated with steel rammers necessary shuttering etc. inlide out side plastering 12mm thick with cement mortar 1:3(1 cement:3 coarse sand) finished with a floating coat of neat cement and making cunnette in cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement including providing and embedding of 12 mm poly propelene coated foot rest 300 mm centre to centre and embedded in cement concrete
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(block 200X200 X100 mm) mix 1:2:4 including providing and fixing SFRC manhole cover and frame 560 mm internal dia matre(heavy duty) conforming to is 12592 with marking SEWER GNIDA total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 including centring and shuttering complete including all excavations, blck filling bailing or pumping out of water and disposal of surplus earth with in 50m complete as per design & instruction of E/I( no extra payment shall be made on account of circular work)
18
5343337
296852.08
Labour Cess will be paid extra as per applicable
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GST will be paid extra as per applicable
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