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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.2 LAccepted-AOC GF 101 BLOCK 28 LORUS WELFARE SOCIETY SECTOR OMICRON III GREATER NOIDA G B NAGAR U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹32.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹32.2 L+₹1,618.80 (0.05%)Rejected-Finance H 12 SECTOR DELTA II GREATER NOIDA DISTT G B NAGAR UP | GREATER NOIDA | G B NAGAR | UP | ₹32.2 L+₹1,618.80 (0.05%) | L2 | Rejected-Finance L2 |
| 3 | L3₹32.2 L+₹4,856.39 (0.15%)Rejected-Finance VILLAGE MILAK LACHCHI POST BEDPURA GREATER NOIDA | ₹32.2 L+₹4,856.39 (0.15%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹32.4 L
EMD Value
₹65,000
Closing Date
5 Jan 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Renovation of Ambedkar Bhavan in Village - Khedi, Greater Noida.
2025_GNIDA_1101074_4
SM/(E-TENDER CELL)/2025/688 DATED-22.12.2025
Open Tender
Civil Works
Fixed-rate
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹920
₹65,000
26 May 2026
24 Dec 2025
7 Jan 2026
24 Dec 2025
5 Jan 2026
24 Dec 2025
Excavation in foundation in ordinary soil (loam,clay or sand) icluding lift up to 1.50 m. and lead up to 30m. and including filling watering and ramming of excavated earth into the trenches or into the space 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 30m. from the foundation trenches ( where machine con not rech/move).SOR-251a
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. (UPPWD/SOR-2020/281)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20, Item No. /9.06/E/case-II)
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. (Sail Steel) (DSR-2018/5.22.6/AR)
M-150 Brick Work1:4 one cement & four Coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. SOR-2020, item-305(a)
M-150 Brick Work in 1:6 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. 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(a)
As in item 303 to 307 above but in superstructure including necessary Cutting & moulding of brick as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. (SOR 309)
15 mm cement plaster on rough side of single or half brick wall of mix. DAR-18/13.5.2
1:6 (1 cement: 6 coarse sand)
12 mm cement plaster of mix
1:6 (1 cement: 6 coarse sand) DSR-18/13.4.2
Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats. SOR-20/15.22/new item
Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR- 649)
Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work
Same as item 660 but for weather coat. (Asian or berger brand) (SOR-20/15.22 New item)
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. (Sail Steel) (DSR-2018/10.25.2/AR)
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.As in item (647) above but for every subsequent coat on previously treated surface SOR-20/647+648
Two or more coats on new work
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: DSR-18/22.7
a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.
b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs
C) After two days of proper curing applying a second coat of cement slurry using 2.75kg! sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge including laying glass fibre doth of approved quality in top layer of plaster and finally finishing the surface with trowe’ with neat cement suvr an making pattern ot 300x300 mm square 3mm deep.
e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge:
With average thickness of 120mm and minimum thickness at khurra as 65 mm. DSR-18/22.7.1
Cement concrete with 4 cm gauge approved stone ballast, coarse sand &cement in the proportion of 8:4:1 including supply of all materlals, labour, tools, & plants etc.required for proper completion of the work.1
8:4:1(1cement :4coarse sand 8 graded stone aggregate 40mm nominal size) SOR281/5.4.3
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand)
25 mm thick. DSR-18/11.26.1
Providing and laying I shaped interlocking tiles Rubber Moulded 80mm thick precast cement concrete having plan dimension 200 x (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 (SOR/A.R) Grey colour.
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.
Size of Tile 600x600mm (DSR-2018/11.41.2/AR)
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of size(200x300) as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete DSR-18/8.31
Plumbing Item
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : DAR-18/17.1.1
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
Providing and fixing wash basin with C.l. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required:
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. DSR-20/17.7.1
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
15mm nominal bore. DSR-18/18.50.1
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality confoming to IS:8931
15mm nominal bore DSR-18/18.53.1
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.DSR-18/17.31
Providing and fixing uplasticised PVC connection pipe with brass unions:
45cm length:15mm nominal bore DSR-18/18.21.2.1
Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work:
100 mm diameter pipe DSR-18/17.65.1
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
For 100mm dia pipe (DSR-2018/17.37.1/AR)
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete:
100 mm dia: Sand cast iron S&S as per IS-3989 (DSR-18/17.38.1.2/ AR)
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
110mm diameter (DSR-2018/12.41.2/AR)
Providing and placing on terrace (at all floor levels) polythylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (DSR-18/18.48/ AR)
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. Internal work - Exposed on wall:
15 mm nominal outer dia Pipes (DSR-18/18.7.1/ AR)
20 mm nominal outer dia Pipes (DSR-18/18.7.2/ AR)
25 mm nominal outer dia Pipes (DSR-18/18.7.3/ AR)
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
90 mm dia O.D.(Finolex ring fit)
110 mm dia O.D.(Finolex ring fit)
Providing and fixing square-mouth SW. gully trap grade ‘A” complete with C.l. grating brick masonry chamber with water tight C.l. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
180x150 mm size P type with common brunt clay F.P.S (non modular) of class designation 7.5 (DSR/19.4.3.1)
Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast R.C.C. horizontal grating with frame complete as per standard design: With bricks of class designation-150 (DSR-18/19.27.1/ AR)
With common brunt clay F.P.S (non modular) bricks of class designation 7.5
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 : 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 100 DSR-18/18.33.1
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (DSR-18/15.3/ AR)
Demolishing work manually/ by mechanical means including stacking of serviveable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer charge. In cement mortar DAR-18/15.7.4
Labour Cess and GST will be paid extra as per govt.orders
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