Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Sep 2024
Closing Date10 Oct 2024
Tender Amount₹ 7,91,04,000
Costs
EMD
₹ 15,82,100Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Strengthening Work Of Damaged 100 Foot Road From Pathauli Vayu Vihar Road Of Bichpuri Block Under Fatehpur Sikri To Babuji Intersection
Description
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Contact
Tender Id
2024_ADAA_956666_4Bid Award Id
ViewTender No
07/2024-25Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
GEM & Bid Advisory Services
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BOQ Items
Providing and applying primer coat with bitumen emulsion (S.S.) on prepared surface of granular base including clearing of road surface and spraying primer @ 0.75 kg/sqm. (S.S. Grade) using mechanical broom including all taxes complete as per MORT&H specification No. 503
54670
1380417
25.25
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.
54670
847385
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%
6014
21193336
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%
3144
12821232
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.
2713
1676634
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)
7002
1365390
195
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Eng;neer-in-charge : ln lime mortar (CH-17 Item No. 7 SOR-2023-24)
376
165440
440
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 per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(CH-4 Item No. 1 SOR-2023-24)
490
73500
150
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 Item No. 2 SOR 2023-24)
164
922500
5625
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 S.I. No. 2 SOR-2023-24)
735
4152750
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. 13.4.1. SOR-2023-24) 1 cement : 4 Coarse sand
3200
640000
200
Finishing waLls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) supply of all labour material and T&P requlred for proper compLetion of work. (CH-15 Item No. 3 SOR 2023-24)
3200
230400
72
Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete including curing the cost of all materials, labour, T & P etc complete. (CH-15 S.I. No. 13.26 SOR-2023-24)
3200
416000
130
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) supply oa all labour material and T&P required for proper completion of work. (CH-15 S.I. No. 13.46 SOR-2023-24)
3200
448000
140
Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, band, staircesss and spiral stair cases above plinth level upto floor five level, including the cost of centering, shuttering, finishing and reinforced, with :1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone). (CH-5 S.I. No. 13 SOR 2023-24)
15
133500
8900
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) 10mm to 12mm tor (TMT Bars) Fe-415
12
101100
8425
Cast-ln-Situ Cement Concreto M 20 Kerb
Construction of cement concrete kerb with top and bottom width 1'15 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-'10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete tad manually, alt complete as per Clause 408. (CH-28 S.I. No. 17 SOR 2023-24)
2400
981600
409
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