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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.4 LAccepted-AOC | ₹46.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹47.0 L+₹61,874.95 (1.33%)Rejected-Finance | ₹47.0 L+₹61,874.95 (1.33%) | L2 | Rejected-Finance L2 |
| 3 | L3₹49.0 L+₹2.5 L (5.49%)Rejected-Finance | ₹49.0 L+₹2.5 L (5.49%) | L3 | Rejected-Finance L3 |
| 4 | L4₹51.4 L+₹5.0 L (10.7%)Rejected-Finance | ₹51.4 L+₹5.0 L (10.7%) | L4 | Rejected-Finance L4 |
Tender Value
₹61.9 L
EMD Value
₹1.2 L
Closing Date
14 Jan 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Three Years Maintenance work of 6 Percent abadi plots in village Chhapraula, Greater Noida.
2026_GNIDA_1103550_12
SM/(E-TENDER CELL)/2025/691 DATED-31.12.2025
Open Tender
Civil Works
Fixed-rate
1095 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹1,800
₹1.2 L
12 Jun 2026
5 Jan 2026
16 Jan 2026
5 Jan 2026
14 Jan 2026
5 Jan 2026
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil (DSR-18/2.28.1/AR)
Tractor with trolley including POL & driver. (SOR-20/S.No-19)
Supply of labour. (SOR-20/SN-12)
Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and samplings of grith upto 30cms. measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50M. Out side periphery of area cleared. (SOR-20/259(i))
Same as above 259(i) above but grass only (SOR-20/259(a)
Tractor with trolley including POL & driver. (SOR-20/S.No-19)
Supply of labour. (SOR-20/SN-12)
Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M 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 incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1)
Extra rates for quantities of work excavated in or under water and liquid subsoil including pumping out of water as required. (SOR-20/253(a)
Cartage of earth or fly ash when added to schedule item no. 253 : 1st Km. (if lead is beyond ½ Km) SOR-20/261(b))
Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work
8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)
Supply and fixing RCC Direction board of size 2000x510x80 make in concrete 1: 1½ : 3 including reinforcement, shuttering etc. all complete for proper of work as per direction of Engineer in Charge (AR/GNIDA)
Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work
8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)
Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. paint to be used should confirm ISI no. 105/106/133-1950 (SOR-20/647)
Painting letters up to 2.5 cm. size including supply of all materials, labours & tools and plants etc. required for proper completion of the work. (SOR-20/817/21.02) As in item 817 above 8 cm. but up to 15 cm. (SOR-20/819/21.04)
Repainting letters up to 2.5 cm. size including supply of all materials, labours & tools and plants etc. required for proper completion of the work. (SOR-20/21.5/820)
As in item 520 above but size above 8 cm, but up to 15 cm (SOR-20/21.07/822)
M-150 brick work in 1:4 cement & fine sand 2.20 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A))
2 cm thick Damp proof Course with Cement and approved coarse sand 1:2 with and including water proofing as ordered by the Engineer in-charge in the proportion as by the manufacture including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & Shutterings as necessary. (SOR-20/3.01/360)
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2)
Providing JCB with driver and including POL (AR/GNIDA)
Tractor with trolley including POL & driver. (SOR-20/S.No-19)
Supply of Dewatering Pump 10 HP (MORTH Sno-109, Chapter-20/P746)
Supply of labour. (SOR-20/SN-12)
Water Tanker with Sprinkler 6000 Litre or above cap. With POL/Driver including filling of water etc. complete (SOR-20/30)
Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M 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 incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1)
Supplying at site : R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). (DSR-18/16.15.1)
Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between 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 casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. (DSR-18/16.17)
With G.I. barbed wire (DSR-18/16.17.1)
Labour cess and GST will be paid extra as per Govt. orders.
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