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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.8 LAccepted-AOC E 398 SECTOR DELTA 1 GREATER NOIDA G B NAGAR U P | GREATER NOIDA | GAUTAM BUDH NAGAR | U P | ₹99.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 CrRejected-Finance | ₹1.1 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.1 CrRejected-Finance | ₹1.1 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹1.2 CrRejected-Finance | ₹1.2 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹1.2 CrRejected-Finance A 94 SECTOR P 3 GREATER NOIDA G B NAGAR | GREATER NOIDA | G B NAGAR | U P | ₹1.2 Cr | L5 | Rejected-Finance L5 |
Tender Value
₹1.6 Cr
EMD Value
₹3.1 L
Closing Date
5 Jan 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Maintenance Work (Surface Dressing, Jungle Cleaning, Drain Cleaning, Painting and Other Maiscellanious Work) for 3 Years in Sector BETA-2 Greater Noida.
2025_GNIDA_1101074_18
SM/(E-TENDER CELL)/2025/688 DATED-22.12.2025
Open Tender
Civil Works
1095 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹2,760
₹3.1 L
23 Jun 2026
24 Dec 2025
7 Jan 2026
24 Dec 2025
5 Jan 2026
24 Dec 2025
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.
All kinds of soil DSR-13/2.28.1/P-75
Cleaning jungle including uprooting of rank vegetation grass bush wood trees and saplings of gith upto 30 cm measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 m out side the periphery of area cleared.
Same as above 259(i) above but grass only.
Tractor with trolley including Pol & driver SOR2020/SIN19 Chapter 2
Supply of labour. SOR2020/SIN12
Excavation in foundation in ordinary soll. (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). Sor-20/251(a)
Extra rates For quantities of work excavated: in or under water and for liquid mud including pumping out water as required. DSR-18/2.24.1
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm, layers including remming and dressing the surface to required levels and slopes and also induding 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M distance as directed by the Engineer incharge: excluding Royallity. Wherever applicable for small work or Abadi area. Cartage of earth or fly ash when added to schedule item no. 253. (c) lind Km and beyond SOR-20/261(c)
Supply and fixing SFRC Cover chamber (with out frame ) 50mm thick. 600 X 600 mm medium duty
Supply and fixing SFRC Cover chamber ( with frame ) 50mm thick.600 X 600 mm heavy duty
M-150 Brick Work in 1:4 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work
Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 FM. mortar.
12 mm Thick cement plaster 1:6 (1 cement: 6 course sand dsr/2018-13.4.2
Excavating holes more than 0.10 cum and upto 0.5 cum including getting out the excavated soil then returning the soil as required in layer and not exceeding 20cm in depth including consolidating each deposited layer by ramming watering etc. with disposing of surplus excavated soil as direction with in a lead of 50m and lift upto to 1.5m all kind of soil. DSR/2018/2.30.1
Supply and Fixing R.C.C. Direction board size 200x510x80mm mixing 1:1.5:3 including reinforcement all complete for completion of the work as per direction of engineer-in-charge.AR/GNIDA
Cement Concrete with 4 cm 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. SOR-20/281
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 al 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 2020/si-647
Painting letters up to 2.5 cm, size including supply of all materials, labours & tools and plants ete required for proper completion of the work. SOR-20/817
As in item 817 above 8 cm, but up to 15 cm, SOR-20/819
Steel work welded in built up section framed work, including cutting , hoisting, fixing in position and applying a priming coat of approved steel oprimer using structural steel etc.. as required. In gratings , frames ,guard bar, ladder, raillings brackets , gates and similar works. DSR/2018/10.25.2
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railling, staircase railling and similar works, including applying priming coat of approved steel primer. G.I . Pipe. DSR/2018/10.26.3
Excavation in foundation in ordinary soll. (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). Sor-20/251(a)
0.0 to 1.5m below g.I. FOR PIPE DRAIN
Supply of ISI market RCC NP-2 pipes of following size including carting loading unloading at godown including all taxes and levies & rubber rings.GNIDA/AR
450 mm.NP-2 dia. RCC Pipes
600 mm.NP-2 dia. RCC Pipes
900 mm.NP-2 dia. RCC Pipes
Providing and laying in position cement concrete 1:4:8 (1cement:4coarse sand:8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of folling diameter including centring shuttering but excluding excavation. GNIDA/AR
450 mm.NP-2 dia. RCC Pipes
600 mm.NP-2 dia. RCC Pipes
900 mm.NP-2 dia. RCC Pipes
Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the propertion of 1:2 (1Cememt:2Coarse sand) including testing of jointed complete GNIDA/AR
450 mm.NP-2 dia. RCC Pipes
600 mm.NP-2 dia. RCC Pipes
900 mm.NP-2 dia. RCC Pipes Dsr-13/18.34.1
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, 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-18/18.33.1
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 FPS non modular brietes of clay designation 7.5 DSR-18/18.34.1
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 Coarse sand: 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement :3 coarse sand), finished with a floating coat of neat cement and making necessary channels for drain etc. DSR-18/19.21
for pipes 250 to 300mm diameter DSR-18/19.21.2
for pipes 350 to 450mm diameter DSR-18/19.21.3
Hiring of Portable Re-cycle jetting cum suction machine mounted on Mahindra volero maxi with hydraulically operate Man-Hole De-silter upto depth of 15 Meter with driver for the area of Gr. Noida. As directed by Engineers in- Charge for 8.50 hours perday overtime will be paid on pro-rate basis. pressure 3000PSI (Min) with 15 mtrs suction head and jetting water capacity of 2000 litres GNIDA/AR
Tractor with Water Tanker with cost of water including P O L SOR-20/Sl.No.27/Chapter 2
for Sprinkling
J.C.B with driver including pol (SOR-31) (SOR-20/Sl.No.31/Chapter 2)
Laying at or near ground level factory made kerb stone of M-25 grade cement concrete in postion to the required line, level and curvature, jointed with cement mortar joints with or without grooves (thickeness of joints excepts at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-chgarge(length of fineshed kerb edging shall be measured for payment). (Precast C.C kerb stone shall be approved by Engineer-in-charge). (AR/GNIDA)
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature, jointed with cement mortar 1:3(1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints excepts at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as peer direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C kerb stone shall be approved by Engineer-in-charge). DSR-18/16.69
White washing one coat including supply of all materials, labour, Tools & plants etc required for proper completion of the work
Fencing with angle iron post placed at requied 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 on me side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighting 9.38 kg per 100 m (minimum), between the two posts fitled and fixed with G.I Staples, turn buckles etc complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I barbed wire DSR-18/16.18.1
Painting with aluminium paint of approved brand and manufacture to give an even shade. One or more coat on old work DSR-13/100.1
Labour Cess and GST will be paid extra as per govt. orders
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