Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Dec 2024
Closing Soon23 Dec 2024
Tender Amount₹ 66,26,549.11
Costs
EMD
₹ 1,32,540Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ADAA_982921_7Tender No
19/2024-25Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
GEM & Bid Advisory Services
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BOQ Items
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Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, plers, abutments, posts and struts etc, including cost of centering, shuttering, finishing and excluding reinforced :- 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (Item No. 5.2.2 DSR 2023)
i) upto plinth level
127
8275
1050941.51
... More
RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shutterang, finishing and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone (Item No. 5.1.2 DSR 2023)
2
6897
13794.34
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (Item No. 5.22.1, DSR-2023)
11650
81
951339
... More
12mm Thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. (Item No. 13.4.1 DSR-2023) 1 cement : 4 Coarse sand
4620
272
1258811.4
... More
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C) MORT&H specification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %. (Item No. 16.78.1 DSR 2023)
114
2737
312018
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Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. (Item No. 16.7.1 DSR 2023)
770
148
114075.5
... More
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. (PSR)
130
2869
372970
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm (PSR)
4620
10
47401.2
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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. (PSR)
165
3524
581460
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Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. (PSR)
106.26
4078
433328.28
... More
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic 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. (Item No. 16.62 DSR 2023)
186
570
106053.48
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P/F of glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic Styrene Acryloretrite) or HIP (high impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by E/I. The cats eye shall support a load of 13635 Kg. tested in accordance with ASTM D4280. The slope of retro reflective surface shall be 35+/-5 degree to base. The reflective panels on both sides with at least 12cm. of reflective area up each side. The luminance intencity should be as per the specification and shall be tested as described in ASTM I:809 as recommended in BS:873 part-4 :1973. The studs shall be fixed to the road surface using the adhesive confirming to IS, as per direction of E/I. DSR item 16.50 (DSR-2023)
390
157
61347
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Supply Laying of 80 mm I Shaped (Zigzag) rubber moulded gray precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (Cha.-20 S.I No. 17 E, SOR 2023-24
728
834
607152
... More
Supply Laying of 80 mm I Shaped (Zigzag) rubber moulded coloured precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (Cha.-20 S.I No. 17F, SOR 2023-24
312
910
283920
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Providing and fixing PVC pipe conforming to lS make working pressure 6 KgiSqCm incuding testing labour T&P and all complete fittinqs (Ch.-23, Item No. 23 C SOR-2023-24) 110 mm diameter
6
450
2700
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Proving and Laying NP-3 pipe RCC concrete pipe for culvert on first class in slngle row including fixing socket with cement mortar 'l:2 but excluding excavation, protection works' backfilling, concrete and masonry works in head walls and parapets Clause 2900. (Ch.-20, Item No. 10 SOR-2023-24) a) 350 mm dia
10
2300
23000
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