Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Civil And Construction
Road Construction
Drainage Work
Eprocure
Opening Date15 Dec 2023
Closing Date10 Jan 2024
Tender Amount₹ 2,78,89,000
Costs
EMD
₹ 5,58,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_ADAA_870789_1Bid Award Id
ViewTender No
29/1/2023-24Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
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Documents
BOQ Items
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 upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). (CH-5 S.I. No. 5.1.3 SOR 2023-24)
298
2309500
7750
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). (CH-5 S.I. No. 5.2.2 SOR 2023-24) (i) upto plinth level
480
4008000
8350
RCC work Providing and laying in position specified grade of reinforced cement concrete, slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor lable: 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone) (CH-5 S.I. No. 5.1.2(i) SOR 2023-24)
18
156600
8700
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. (S.I. No. 504 SOR 2023-24) (2) 10mm to 12mm tor (TMT Bars) Fe-415
815
6878600
8440
Providing and fixing of 110 mm diameter PVC pipe conforming to IS make working pressure 6 Kg/SqCm incuding testing labour T&P and all complete fittings (CH-23 S.I. No. 30 SOR 2023-24)
134
60300
450
Class-150 (Non Modular) brick work in 1:4 Cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. (CH-6 DSR S.I. No. 2 SOR-2023-24)
31
175150
5650
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. (CH-13 S.I. No. 13 SOR-2023-24) 1 cement : 4 Coarse sand
500
97500
195
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:3 (1 cement : 3 coarse sand) (CH-18 Item No. 5 SOR 2023-24)
200
1040000
5200
Road Work :- Earth work in cutting and filling 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 and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (CH-4 Item No. 253(a) SOR 2023-24)
1450
469916
324.08
Construction of granual sub base (GSB) by providing coarse graded material spreading in uniform layers with moter 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 (53mm - 26.50mm @ 35%, 26.50-4.75mm @ 45%, 2.36-mm and below @ 20%)
1380
3777060
2737
Providing and Laying spreading and compacting grades stone aggregate to wet mix macadam (WMM) specification including premixing the material with water to OMC in mechnical Mix plant carries of mixed materical by tipper to site laying in uniform layers with paver in sub-base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H specification No 406 S.No. 4.12 (table -400-11) Material (For Grading-I), 53 mm -22.4 mm 30.00%, 22.4mm-4.75mm 40.00%, 2.36 mm and below 30%)
950
2725550
2869
Providing and applying Tack Coat VG-10 bitumen using bitumen pressure distributor @ 0.30 Kg/ M2 on the prepared bituminous surface cleaned with labour and Air compnesson including cost of bitumen, aggregate, T&P labour & all taxes complete as per MORTH&H specification No.503 Analyses attached.
8160
126480
15.5
Providing and laying of Bituminous Macadom with 60-90 TPH Batch type Hot Mix Plant producing an average out put of 75 TPH, Ussing Crushed stone aggregates of specified grading as given below, Primixed with Bituminous Binder @ 3.30% of mix and filter, Transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the disired compaction as per MORTH specification clause No. 501.6 and 501.7 complete in all respects 50mm to 80 mm thick using VG-30 Bitumen (Grading 19mm nominal size) 25-10mm 40% 10-5mm 40% 5mm and below 20%
448
1578752
3524
Providing and laying Semi Dense Bituminious Concrete with 60-90 TPH Batch type Hot Mix Plant producing an average out put of 75 TPH, Using Crushed stone aggregates of specified grading as given below, premixed with Bituminous Binder @ 4.50% of mix and filter, transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tan tom rolar to achieve disired compaction as per MORTH specification clause No. 508 complete in all respect 25 mm thick using VG-30 Bitumen, 9.5-4.75mm 57per cent 4.75mm and below 4.1% filter 2%
285
1162230
4078
Providing and laying hot applied thermoplastic compound 2.5mm thick including refletrorising glass beads @ 250 gm/sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per I.R.C. 35- 1997, the finished surface to be leveled, uniform and free from steaks and holes as per MORT&H specification (2001) No. 803 and also including cost of all type of material, labour T&P etc. Required for proper completion of the work. SOR 2023-24 Item-2 Chap-28
300
185400
618
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 (2016)
800
130400
163
Laying of I shaped 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. Including VAT (CH-20 Item No. 19 SOR 2023-24)
80 mm (Rubber molded Grey)
800
667200
834
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (CH-5 S.I. No. 275 SOR 2023-24)
75
421875
5625
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