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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹7.5 L (7.14%)Rejected-Finance | ₹1.1 Cr+₹7.5 L (7.14%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.1 Cr+₹8.8 L (8.36%)Rejected-Finance | ₹1.1 Cr+₹8.8 L (8.36%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.3 Cr+₹28.7 L (27.1%)Rejected-Finance | ₹1.3 Cr+₹28.7 L (27.1%) | L4 | Rejected-Finance L4 |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
14 Jan 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Maintenance work (Surface dressing, Jungle Cleaning, Painting and others Maisecllanious work) for three years in Sector-Gamma-1, Greater Noida.
2026_GNIDA_1103550_18
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
₹2,690
₹3.0 L
20 Jul 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 upto 50 m and lift upto 1.5 m. (all kind of soil.) DSR-18/2.28.1
Tractor trolley with driver and including pol SOR-2020/Sl.No-19/Chapter-2
Supply of Labour SOR-2020/Sl.No-12
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)/Chapter-V
Extra rates for quantity of earth excavated under water and liquidincluding pumping out of water as required. DSR-18/2.24.1
Cartage of ballast, Kankar Coal, grit or sand including loading & unloading but excluding stackings on pakka roads:
As in item (231) above but for cement, steel or other materials
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 trolly including Pol & driver (A.R./GNIDA) SOR-2020/Sl.No-19/Chapter-2
Supply of Labour(A.R./GNIDA) SOR-2020/Sl.No-12
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
Painting or varnishing with valsper or other approved high grade enamel or super 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-647
As in item (647) above but for every subsequent coat on previously treated surface.
Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25 using batching mix plant transit mixture and manual placing (MORTH-9.06E/Case-II)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level:
1:3:6 (1 cement: 3coarse sand: 6 graded stone aggregate 40 min nominal size)
uppwd/sor-2020/280
Lettering with black Japan paint of approved brand and manufacture
Supply and fixing SFRC cover over chamber with fram,
600x600 heavy duty
600x600 medum duty
Supply and fixing SFRC cover over chamber with out fram.
600x600 heavy duty
600x600 medum duty
Providing and fixing factory made precast cement concret grass grid of 600mm X400mm X70mm thick design approved as per direction of Engineer-in-charge
M-150 Brick Work in 1:4 cement & Coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all materiais, labour and T&P etc. requried for proper completion of the work. SOR-20/305a
M-150 Brick Work in 1:4 cernent & Coarse sand 2.2 F.M. mortarin superstructure including necessary Cutting & moulding of brick as required thickness of wallis not to be less than 1 1/2 brick, including supply of all materials, labour and T&P etc. requried for proper completion of the work. SOR-20/309
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. required for proper completion of the work
As in item 279 above but in proportions of 8:4:1 SOR-20/281
12 mm thick plaster with cement and coarse sand in 1:6 cement mortor over brick work minimum thickness not to be than Iem including supply of all materials, labour tool & plants etc. work DSR-18/13.4.2
Tractor with water Tanker With Cast of water including P.O.L SOR-20/Sl.No-27/Chapter-2
For Sprinkling
J.C.B with driver including pol SOR-20/Sl.No-31/Chapter-2
Painting or varnishing with valsper or other approved high grade enamel or super 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-647
As in item (647) above but for every subsequent coat on previously treated surface.
Excavation in foundatoin ordinary soil (Lorm, 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 removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess (where machine con not reach/move).
SOR-20/Sl.No-251 (a)
Providing and laying cement concrete in kerbs. steps and the like at or near ground level excluding the cost of centring, shuttering and Finishing
1:2:4 (1 Cement: 2 coarse sand: 4 grade stone aggregate 20mm nominal size) DSR-18/4.4.1/A.R.
Providing and laying in position cement concrete 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mni nominal size) in concrete cradle under NP-2 pipe of folling diameter including centring shuttering but excluding excavation. GNIDA/AR
250mm. NP-2 dia. RCC Pipes
300mm NP-2 dia. RCC Pipes
350mm NP-2 dia. RCC Pipes
400mm NP-2 dia. RCC Pipes
450mm NP-2 dia. RCC Pipes
500mm NP-2 dia. RCC Pipes
Supply of ISI market RCC NP-2 pipes of following size including carting loading unloading at godown including all taxes and levies & rubber rings.
AR/GNIDA
250mm. NP-2 dia. RCC Pipes
300mm NP-2 dia. RCC Pipes
350mm NP-2 dia. RCC Pipes
400mm NP-2 dia. RCC Pipes
450mm NP-2 dia. RCC Pipes
500mm NP-2 dia. RCC Pipes
Laying of NP-2 RCC S&S pipes jointed with staff mixture of cement mortar in the propertion of 1:2 (1 Cement 2 Coarse sand) including testing of jointed complete. GNIDA/AR
250mm. NP-2 dia. RCC Pipes
300mm NP-2 dia. RCC Pipes
350mm NP-2 dia. RCC Pipes
400mm NP-2 dia. RCC Pipes
450mm NP-2 dia. RCC Pipes
500mm NP-2 dia. RCC Pipes
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
Steel work welded in built up sections/ framed work including cutting, hoisting. fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. DSR-18/10.25.2
Providing and fixing G.I. pipes complete with GI. fittings and clamps, i/e cutting and making good the walls etc. Internal work Exposed on wall
50 mm dia nominal bore. DSR-18/18.10.6
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 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 20mm 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
Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25 using batching mix plant transit mixture and manual placing (MORTH-9.06E/Case-11)
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to Plinth Level.
Thermo mechanically treated bars of grade Fe-500D or more. DSR-18/5.22.6
white washing with lime to give an even shade old work SOR-20/671/Chapter-9
Laying at or near ground level old kerb stones of all types 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, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) DSR-2018/16.85
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per 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/P-
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater. driven by experienced operator on road surface including cost of material, labour T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable Specifications.
Labour Cess and GST will be paid extra as per govt. orders
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