Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Eprocure
Opening Date7 Mar 2019
Closing Date13 Mar 2019
Tender Amount₹ 39,68,000
Costs
EMD
₹ 79,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_ADAA_334190_2Bid Award Id
ViewTender No
36/2018-19 dt.-01.03.19Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
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Documents
BOQ Items
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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. 502
375
6900
18.4
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Providing and applying Tack Coat with bitumen using pressure distrubutor @0.25 kg./m2 on prepared bituminous surface, clearing of road surface machanical broom including cost of bitumen T&P labour & all taxes complete as per MORT&H specification No. 503
1415
14433
10.2
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Providing and laying Bitumious Macadam with 60-90 TPH Batch type hot mix plant producing an average out put of 25 TPH, Ussing Crushed stone aggregates of specifide grading as given below, Primixed with Bituminous Binder @ 3.3% of mix and filler, Transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignmemt, rolling with smooth wheeled vibratory and tandem roller to achieve desired compaction as per MORTH specification clause No. 501.6 and 501.7 complete in all respect. 50mm to 80 mm thick using VG-30 Bitumen, (Grading 19mm nominal size), 25-10mm 40 Per cent, 10-5mm 40per cent, 5mm and below 20 percent)
42
115920
2760
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Providing and laying Semi Dense Bituminous Concrete with 60-90 TPH Batch type hot mix plant producing an average out put of 75 TPH, Ussing Crushed stone aggregates of specifide grading as given below, Primixed with Bituminous Binder @ 4.5% of mix and filler, Transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignmemt, rolling with smooth wheeled vibratory and tandem roller to achieve desired compaction as per MORTH specification clause No. 508 complete in all respect. 25 mm thick using VG-30 Bitumen. 9.5-4.75mm 57 percent, 4.75mm and below 41 percent, filler 20%
83
257300
3100
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P/Laying of I shaped precast 80mm thick rubber molded Interlocking tiles (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 (SOR 2014-15 Chap-20 item-19)
130
114400
880
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PART-B (Drain Work) :- 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. (Rate including Royalty of earth also) (PWD SI.No-251)
151
19630
130
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Disposal of excavated earth Including Loading and unloading but excluding on Pacca road. 3 Km.Lead
121
13348
110.32
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Providing and laying cement concrete in 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 274)
17
66300
3900
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M-150 brick 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 as per direction of E / I. (S.I No. 305)
81
380700
4700
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12 mm thick cement plaster in 1:4 cement and coarse sand single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive (SI.No-582ii)
172
25800
150
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Providing and laying cement concrete in 1:1.5:3 (1 cement : 1.5 Coarse sand : 3 stone grit 20 mm nominal size) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 284a-284+279a)
5
33555
6711
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R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion 1:1 ½ :3 in slab excluding supply of reinforcement and its bending but including its fixing and binding of the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labours, T & P etc. required for proper completion of the work. (S.I No. 284)
2
16700
8350
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Reinforcement of reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage, bend, hooks and authorised overlapping shall be measured upto floor two level. All compete as per direction of E/I. (S.I No. 504). 10-12mm TMT Bars
2.5
15795
6318
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PART-C (Boundary Wall) :- 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. (Rate including Royalty of earth also) (PWD SI.No-251)
33
4290
130
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Providing and laying cement concrete in 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 274)
7
27300
3900
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M-150 brick 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 as per direction of E / I. (S.I No. 305)
32.5
152750
4700
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Same as item-3 but for Super Structure above Plinth Level upto floor Five Level (upto Five stories) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12 cm. (305+309)
70
354200
5060
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Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone grit (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. (S.I No. 279a)
4.5
28575
6350
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12 mm thick cement plaster in 1:4 cement and coarse sand single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive (SI.No-582ii)
775
116250
150
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Finishing wall with water proofing cement paint (two coat) of approved make such as super snowcem durocem guttucem supercem Quality & of required shade on undecoreted wall surface (Two Coat) over & including one coat white cement primer to give an even shade after throughly brushing the surface to powdered materialels including curing and cost of material. (SI.No-660+661)
825
66412
80.5
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Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 M in depth & earth-work in embankment to be in 20 Cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by the Engineer-in-charge. (As Per P.W.D.S.I No. 253).
205
29725
145
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Construction of granual sub base 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
97
254140
2620
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P/Laying of I shaped precast 80mm thick rubber molded Interlocking tiles providings (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 (SOR 2014-15 Chap-20 item-19)
805
708400
880
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Mild Steel or iron work in heavy sizes such as trusses, built up gates, record racks. Roof work, gates, etc. wrought to required from including drilling holes rivetting or welding where necessary, and also including supply of steel, bolts, nuts, wastage etc. and their fixing required for proper completion of the work (SI. No-503)
2360
149104
63.18
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Painting two coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, Hi gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work. (SOR 14-15 Item 1a+2a+642)
100
9150
91.5
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R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone grit in the proportion 1:1 ½ :3 in Raft foundation and footing excluding supply of reinforcement and its bending but including its fixing and binding of the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labours, T & P etc. required for proper completion of the work. (S.I No. 287)
0.9
6705
7450
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As in item 287 above but in R.C.C. Column in 1:1.5:3 (SI.No-289)
0.26
2262
8700
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Reinforcement of reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage, bend, hooks and authorised overlapping shall be measured upto floor two level. All compete as per direction of E/I. (S.I No. 504). 10-12mm dia TMT bars
1.5
9477
6318
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PART-D (Rain Water Harvesting) :- Transportation of drilling equipment and other accessories to site of work etc all complete.
1
4800
4800
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Drilling of tube well by R.C. Method etc all complete ( 250 mm dia)
70
40598
579.98
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Lower & Fixing of PVC pipe 6 kg/cm2 including socket etc all complete as follows.
Slotted pipe 160 mm dia (PSR in JNNURM/Shastripuram)
13
4104
315.74
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Blind pipe 160 mm dia (PSR in JNNURM/Shastripuram)
61
17509
287.04
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Supplying & Lowering sorrounding of pipe pee gravel size 5-10 mm size screening of gavel etc all complete.
1
2064
2064
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Water arrengement charge for drilling etc all complete.
2
960
480
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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 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 Engineer-in-charge up to a distance of 30 M from the foundation trenches. ( S.I. No 251)
116
15080
130
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Lift up 1.5 to 3.0 mt.
9
1305
145
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Providing and laying cement concrete in 1:6:12 ( 1 cement :6 fine sand : 12 graded brick aggregate 40 mm nominal size ) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/I. ( S.I. No-275)
3
11100
3700
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M-100 brick work in foundation 1:4 cement and c.sand 2.25 FM etc all complete (SOR-2017/S.I. No-305)
17
79900
4700
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12 mm thick cement plaster in 1:4 cement and coarse sand single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive (SI.No-582ii)
110
16500
150
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Supply and laying 40 mm brick ballast etc all complete.
2
1632
816
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Supply and laying coarse sand approved quality
2
2304
1152
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S/F 110 mm dia PVC pipe 6 kg/cm2.
92
31353
340.8
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S/F PVC fittings as follows
(i) PVC Elbow ( 110 mm dia) heavy duty
22
1372
62.4
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(ii) PVC Socket ( 110 mm dia) heavy duty
18
518
28.8
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Supply of PVC Sollution
1
336
336
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RCC work with cement approved coars sand and 2 cm.(3/4") gauge approved stone grit in the proportion 1:1 1/2:3 in lintal of doors and windows excluding supply of reinforcement and its bending the same with 24 BWGI binding wire and including nesessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. strength of the concrete shall be not less than M-150- ( SI. No-283)
1
7750
7750
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RCC work with cement approved coars sand and 2 cm.(3/4") gauge approved stone grit in the proportion 1:1 1/2:3 in Slab excluding supply of reinforcement and its bending the same with 24 BWGI binding wire and including nesessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. strength of the concrete shall be not less than M-200- ( SI. No-284)
5
41750
8350
... More
Reinforcement reinforced concrete or reinforced brick work ( when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage, bend, hooks and authorised overlapping shall be measured upto floor two level ( SI. No-504) (upto 12 mm dia)
2
12636
6318
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Mild steel or iron work in heavy size such as trusses, built up gates record rack, roof work gates etc. brought to required form including drilling holes riveting or welding where necessary and also including supply of steel bolts, nuts wastage etc and their fixing required for proper completion of the work.
50
3159
63.18
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P/Laying of Nylon plastic jali heavy quality etc all complete. PSR
32
1996
62.4
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Providing and laying flate bricks in floor in dry joints etc all complete. ( SI. No. 762(a)/2017-18)
15
4875
325
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Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone grit (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors - completion of the work as per dirction of the E/I. ( S.I. No 279)
2
12700
6350
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