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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAccepted-AOC A 121 LOHIA NAGAR GHAZIABAD UTTAR PRADESH PIN 201001 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | ₹3.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.3 Cr+₹22.2 L (7.27%)Rejected-Finance | ₹3.3 Cr+₹22.2 L (7.27%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.3 Cr+₹29.0 L (9.49%)Rejected-Finance E 31 SECTOR 36 GREATER NOIDA G B NAGAR U P | GREATER NOIDA | G B NAGAR | U P | ₹3.3 Cr+₹29.0 L (9.49%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.5 Cr+₹44.2 L (14.5%)Rejected-Finance | ₹3.5 Cr+₹44.2 L (14.5%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.7 Cr+₹61.9 L (20.3%)Rejected-Finance K 251 SITE 5 KASNA IND AREA GREATER NOIDA G B NAGAR U P | ₹3.7 Cr+₹61.9 L (20.3%) | L5 | Rejected-Finance L5 |
Tender Value
₹4.9 Cr
EMD Value
₹9.9 L
Closing Date
2 Dec 2025, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Providing and laying of water supply line in Sector Ecotech-11, Greater Noida
2025_GNIDA_1091677_8
SM/(E-TENDER CELL)/2025/676 DATED-14.11.2025
Open Tender
Water Supply
Fixed-rate
730 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,710
₹9.9 L
30 Apr 2026
18 Nov 2025
4 Dec 2025
18 Nov 2025
2 Dec 2025
18 Nov 2025
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 tranches 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 can not reach/move).
0-1.5M depth (SOR-20/251(A)
Providing and laying of Centrifugally Ductile Iron Pipes conforming to IS: 8329/2000 including jointing etc. Complete all respect at around on field including all taxes. (DSR-2018)
200 mm dia Ductile Iron Class K-7 pipes (DSR-2018/18.72.3) (NSI)
250 mm dia Ductile Iron Class K-7 pipes-(DSR-2018/18.72.4)(NSI) C-897
300 mm dia Ductile Iron Class K-7 pipes (DSR-2018/18.72.5)(NSI) C-896
400 mm dia Ductile Iron Class K-9 pipes. (DSR-2018/18.72.21)(NSI) C-911
450 mm dia Ductile Iron Class K-9 pipes. (DSR-2018/18.72.22) (NSI)
Providing and fixing Bolts and nuts 16 mm dia 65 mm long DAR-18/1957
Providing and laying flanged Cl. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS:1538: Up to 300 mm dia. DAR-18/18.26.1
Providing and laying DI. specials of class K-12 suitable for push-on jointing as per IS: 9523 Up to 600 mm dia DAR-18/18.68.1
Supply and Installation of required size steel pipe 10mm thick conforming to IS 3589 through trenchless excavation of thrust pit and reciving pit required size and the excavation & filling back & compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3m below the ground surface in downward required slope. (NSI) C-889
200 mm dia pipes
250 mm dia pipes NSI
300 mm dia pipes NSI
400 mm dia pipes NSI
450 mm dia pipes NSI
Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279(A)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo - Mechanically Treated bars of grade fe-500D or more. DSR-18/5.22.6
PVC Pipe (6Kg/sqcm. pressure) Kissan/supreme Quality or Equivalent
90 mm dia SOR-CH-1 33(ii)
110 mm dia SOR-CH-1 33(iii)
140 mm dia
160 mm dia SOR-CH-1 33(iv)
200 mm dia
Providing and fixing gun metal gate valve with Cl. wheel of approved quality (screwed end): 25 mm nominal bore DAR-18/18.17.1
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main: 25 mm nominal bore DAR-18/18.20.3
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement trenching,refilling & testing of joints complete as per direction of Engineer in Charge.25 mm nominal outer dia Pipes. DAR-18/18.9.3
Providing and fixing G.l. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 25 mm nominal bore DAR-18/18.46.3
Supply and fixing Sluice valve confirm to IS 14846 with latest amendmen with length over flanges as per pd of IS 14846 corresponding to BS EN-558/ISO 5752 basic series 3in CI having metal scating(IS 318 Gr.LTB2) with complete component & materials. Labour, T&P etc. complete sluice valve (kirlosker/IVC make) C-(892-891)
100 mm dia Kirloskar/IVC make(NSI)
125 mm dia Kirloskar/IVC make(NSI)
150 mm dia Kirloskar/IVC make(NSI)
200 mm dia-Kirloskar/IVC make(NSI)
250 mm dia Kirloskar/IVC make(NSI)
300 mm dia Kirloskar/IVC make(NSI)
400 mm dia Kirloskar/IVC make(NSI)
500 mm dia Kirloskar/AVC make(NSI)
Providing and fixing CI double acting air valve of approved quality with bolts nuts rubber in- sertions etc. complete (The tail pieces, tapers etc. if required will be paid separately) 100.0 mm dia DSR-18/18.59.3
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 100 mm. top diameter and 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 : 4graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10graded 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 -12/18.33.1
Constructing masonry Chamber 120x120x100 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. 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) 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 DAR-18/18.35.1
GST and labour cess @1% extra as per applicable
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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PreQ_Pro_Lay_Water_Supply_Echotech_11.pdf
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