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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical | Rejected-Technical Tender fees not reiceived |
| 2 | Rejected-Technical A 238 AWAS VIKAS COLONY CIVIL LINE BADAUN | BADAUN | BADAUN | UTTAR PRADESH | Rejected-Technical not proper bid tender recall |
| 3 | Rejected-Technical MAHOMAJ SHIKOHABAD FIROZABAD UTTAR PRADESH | SHIKOHABAD | FIROZABAD | UTTAR PRADESH | Rejected-Technical Tender fees not reiceived |
| 4 | Rejected-Technical | Rejected-Technical Tender fees not reiceived |
Tender Value
₹89.8 L
EMD Value
₹6.5 L
Closing Date
24 Nov 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
DDC Agra
Sikandra Agra
Construction of 5 Nos C type Shop, Re-Construction of Drain infront of Shops, Laying of Main Hole Cover, Drain Cover, Raising of Entry/Exit Gate, Colour Washing at NMY Firozabad
2025_RKUMP_1084462_2
Tender_1091_dt_17.10.2025
Open Tender
Civil Works
Percentage
450 days
DDC Agra
Please refer Tender documents.
3 documents required · 3 mandatory
₹15,900
DDC Mandi Parishad
₹6.5 L
DDC Agra
26 Nov 2025
21 Oct 2025
24 Nov 2025
21 Oct 2025
24 Nov 2025
21 Oct 2025
14 Nov 2025
Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m 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 30m from the foundation trenches. (Chapter_4_Item_1)
Providing and laying cement concrete in 1:6:12 (1 cement : 6 Corse sand : 12 graded stone aggregate 40mm nominal size) and curing complete, including cost of form work. In Foundation and floors. (Fine sand not less than in 1.25 FM) Ch-5 Si No- 274
M-150 Brick work in 1:6 cement & coarse sand in foundation and plinth including supply of all materials labour tools & plants etc. required for completion of the work.(Ch_6_Item_1)
M-150 Brick work in 1:6 Cement Coarse sand mortar in supper structure in one brick thick wall including supply jof all material labour and T&P etc. required for proper completion of the work (S.I. No. 303 + 309)
M-150 Brick work in 1:3 Cement Coarse sand mortar in supper structure in 1/2 brick thick wall including supply jof all material labour and T&P etc. required for proper completion of the work (S.I. No. 307+310A)
RCC work Providing and laying in position specified grade of in R.C.C. Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)(Ch_4.1/8)
R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in column excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (Chapter_5.2II)
R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 4.1(7)
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift. the earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge (Carted Earth Beyoned 05 Km.) (AOR)
Sand filling in plinth including supply of necessary quantity of sand including watering dressing etc. for proper completion of the work S.I No-255+ Chapter 1 (13).
Providing and laying cement concrete in 1:2:4 of not less than strength of M-150 Stone ballast (20 mm nominal size) approved coarse sand and cement, curing complete, Including cost of form work. In Foundation and floors. Ch-5 SI No-279
Providing and laying of 3 mm thick neat cement floating coat Neat cement punning. (DSR-2023_No-13.18)
Reinforcement of Reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level.TMT Fe 500D (DSR_2023/5.22.6)
Mild Steel Iron 'Z' section windows and ventilators excluding cost of glass panes of but including supply of all materials,its fabrication, nuts and bolts, holdfast, labour and T&P required for proper completion of work as per direction of Engineer-incharge and also including cost of handles,stays etc,in all respect at site of work. (SOR-2023_Chatper_10_Item_18)
Supply and Fixing of M.S grill and stair case railling including supply of all labour & material etc. required for complition of the work S.No 502 (A)
P/L integral cement based water proofing treatment BIRCK KOBA including preparation of surface as required for treatment of roofs, consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS. 2645 including adjoining walls upto 300 mm height. (b) Laying brick bats with mortar with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 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 to required slope including rounding of junctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645. (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 including laying glass fiber cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final be flooded with water for a minimum period of two weeks for curing and for final test. With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (Chapter 11 Item 4)
Supply and fixing rolling shutters of approved make made 80x125mm (3x5) cold rolled M.S lathe inter locked throughout their entire lengh and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets side guides and arrtangements for inside and outside locking with push and pull operation complete excluding the cost of top coper & spring
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: (Chapter_ 9 _Item _14)
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. 110 mm diameter (Chapter_ 23 _Item _42)
12mm thick Cement plaster in single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any additive. (II) 1 cement : 4 Coarse sand (Chapter_ 13 _Item _2)
15mm thick Cement plaster in single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any additive. (II) 1 cement : 4 Coarse sand (Chapter_ 13 _Item _7)
6mm thick plastering on ceilings and soffits of stairs upto floor two level instead of plastering in walls.(V) 1 cement : 3 fine sand (Not Less than in 1.25FM)(Chapter_ 13 _Item _4)
2 cm thick plaster in dedo or skirting in 1:2 cement & C/sand including supply all materials labour T&P etc Finished with 3mm thick floating coat of neat cment (Chapter_ 13 _Item_ 13)
Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. (Chapter- 15 Item No- 31)
Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undercoated wall surface to give an even shade over & including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian, paints after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even with plaster of approved synthetic material and sand papered smooth including cost of all materials. Ch- 15 SI 13+14)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.. (DSR_2023_13.80)
Painting or varnishing work in small areas or new wood work withone coat (upto one square metre) ready mixed priming paint and 2 coat of superior quality ready mixed paint or varnish including supply of all materials. Labour tools & plants etc required for proper completion of the work paint to be used should confirm the ISI (Chapter_15_Item_6+8+10)
Making drip course in sunshade or FACIA as per direction as Engineer-In-Charge including supply of all material,labou retc.required for proper completionof work. (Ch-13_No-15)
Providing fixing 27.5 cm long wire spring grade two far rolling shutter S.I.No 521
Providing and fixing Top cover for rolling shutter 2.5 mtr wide S.I.No 522
Dismentalling of B.O.E soling/Inter locking tiles Including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (Labour only) (SOR_Chapter_17_Item_19)
Brick on edge pavement on patries with brick laid dry joint filled with local sand including preparation of base to proper slope & its ramming, spreading a layer of 1cm (3/8") depth of local sand over the subgrade and including supply of all material, labour & T&P etc.required for proper completion of work with M-150 bricks. (Labour only) (SOR_Chapter_20_Item_06)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (Chapter_17/2)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge 2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (DSR-2023_No-15.2.2)
M-150 Brick work in 1:4 cement & coarse sand in foundation and plinth including supply of all materials labour tools & plants etc. required for completion of the work.(Ch_6_Item_2)
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by usingneedle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete prepared with batch mixing machine including Joint Cutting (DSR-2023_No-16.43.1)
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