Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date25 Mar 2025
Closing Date8 Apr 2025
Tender Amount₹ 2,28,92,512
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The bidder is required to have prior work experience of having successfully completed works during the last 7 years. The required experience includes: - Three similar completed works costing not less than the amount equal to 40% of the estimated cost put to tender.
- Two similar completed works costing not less than the amount equal to 60% of the estimated cost put to tender.
- One similar completed work of aggregate cost not less than the amount equal to 80% of the Estimated Project cost put to tender. Additionally, for certain categories of bidders, there are relaxations in work experience. For Category 1 (Works more than Rs.10.00 Lacs & upto Rs.15.00 Lacs), if the company is owned by a Diploma engineer, a relaxation of 1 year in experience will be given. If the company is owned by a Graduate engineer, a relaxation of 2 years in experience will be given.
Costs
EMD
₹ 4,58,000Document Cost
₹ 4,060Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_GNIDA_1020311_17Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2025/584 DATED-20.03.2025Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
TECHNICAL BID
BOQ Items
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) DAR-18/15.2.2/P-22
29.7
569
16906.73
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Demolishing brick work pitching in floors, drian etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead
DAR-18/15.24
34.16
499
17078.98
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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 of excavated 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) SOR BSR 2020
1691.55
95
160697.25
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Cartage of earth or fly ash when added to schedule item no 253 SOR 4.08/261(b)
318.53
45
14333.96
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Providing and Laying, jointing and testing of following dia rigid pvc pipe of 6KG/CM2 working presser (finolex or equivalent make rigid PVC pipes as per IS 4485:2000) including all fittings & specials, jointing material etc. for proper completion of the work.
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-
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90mm dia
750
192
144225
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110mm dia
300
254
76278
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160mm dia
150
516
77500.5
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Cutting the exixting P.V.C. water main pipe line following nominal dia inserting special and fittings boiling or pumping out water cartage of required materials returning the scrap to site store etc.complete including the cost of insertion pipes ( up to 1.00 m ) specials also including making joint for repair of leakage and baring out the existing main benders as well as subsequent and all type of labour T & Petc. complete for proper completion of work ater repairing the leakage the site should be neatly dressed/
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-
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90mm dia
1950
1052
2052121.5
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110mm dia
255
1105
282007.05
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160mm dia
54
1394
75292.2
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Providing and Fixing CI Sluice valve (With Cap) as bolts and nuts rubber insertion while lead testing etc complete ( The tail piece will be paid seperately tapers etc if required will be paid seperately)
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-
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100mm diameter Class-II DAR18/18.31.1.2
2
3647
7294.18
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150 mm diameter Class-II
DAR18/18.31.3.2
2
5328
10657.9
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
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-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.
DAR-18/18.33.1
3
6723
20169.6
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Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
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-
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15 mm nominal bore DAR-18/18.20.1
75
256
19217.25
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
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-
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15 mm dia nominal bore
DAR-18/18.12.1
225
170
38468.25
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)
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-
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15 mm nominal bore DAR-18/18.46.1
75
128
9638.25
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Re-Laying of Dry brick on edge flooring in required pattern on a bed of 12 mm mud mortar including filling joints with Jamuna sand with common burnt clay non modular bricks. Based 11.2
DAR-18/11.2
178.2
151
27054.32
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Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar including filling joints with Jamuna sand with common burnt clay non modular bricks. DAR-18/11.2/P-
118.8
571
67876.38
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. reqired for proper completion of the work.SOR-279
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-
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As in item 279/281 above but in proportions of 8:4:1
SOR-281
29.7
5820
172854
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Providing and laying I Shaped interlocking tiles Rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including average 50mm thick compacted bed fine sand and filling the joints with fine sand all complete as per direction of Engineer -in - charge with conforming to ISI-15658-2006 Grey Color SOR-28(i)/A.R.
59.4
971
57713.04
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Relaying I Shaped interlocking tiles Rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including average 50mm thick compacted bed fine sand and filling the joints with fine sand all complete as per direction of Engineer -in - charge with conforming to ISI-15658-2006 Grey Color SOR-28(i)/A.R.
237.59
199
47327.93
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Case II PCC. Grade M20 using batching plant transit & manual placing
Morth-20/15.11/p-651
SOR-284
48.38
7562
365855.37
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For One Village Cost (Above all item Total Rs, 38,15,418.78)
1
3815418
3815418.78
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For 6 Village Cost = Rs 38,15,418.78 X 6 Vill. = Rs, 2,28,92,512.68
6
3815418
22892512.68
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Labour Cess and GST will be paid extra as per govt. orders
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