Allahabad Development Authority Tender
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Allahabad Development Authority - ADA Tender
Eprocure
Opening Date6 Jun 2018
Closing Date14 Jun 2018
Tender Amount₹ 1,15,51,000
Costs
EMD
₹ 7,80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Road,Drain And Patri Near Khusrobagh In Side Of Over Bridge.
Description
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Contact
Tender Id
2018_ADAUP_213389_1Bid Award Id
ViewTender No
ADA/Khusarobagh/14618Tender Authority
Allahabad Development Authority ViewPurchaser Address
-Website
http://http://adaallahabad.in/
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Documents
BOQ Items
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COST OF EARTH
3900
54600
14
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R0YETY
3900
54600
14
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Construction of granular sub-base (GSB)in two layers by providing coarse graded material as per table 400-2 (grading-1) of MORT and H specification mixing by mix-in-place by at OMC Carriage of mixed material to site spreading in uniform in two layers with mortar graded (110 HP @ 50 cum per hour) on prepared surface and compaction with vibratory roller of 8-10 tonnes to achieve the desired (minimum 98% of maximum dry density for the material ) including supply of all materials, Labour, T&P etc. required for proper completion of the work as per clause 401 of MORT & H specification and as per direction of E/I (AR)
546
969696
1776
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Providing, Laying, Spreading and Compaction wet mix macadam(WMM) graded stone aggregate with wet mixed plant of 75 tonnes per hour capacity as per table 400-11-08 MORT & H specifications including premixing the material with water at OMC in mechanical mix plant ,carriage of mix material by tipper to site laying in uniform layers with paver and compact with vibratory roller of 8-10 tonnes to achieve the desired (minimum 98% of maximum dry density for the material) density, including of all materials, labour, T & P etc. required for proper completion of the work as per clause 406 of MORT & H specifications and as per direction of E/I (AR).
410
1191050
2905
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Providing and applying primer coat with 80/100 (VG 10) bitumen using emulsion pressure distributor at the rate of 0.70 kg / sqm. on the prepared bituminus/granular surface cleaned with mechanical broom including supply of all materials, labour ,T & P etc. required for proper completion of the work as per clause 503 of MORT & H specifications and as per direction of E/I. (AR)
2925
73125
25
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Providing and applying tack coat with 80/100 (VG 10) betumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm. On the prepared betuminus/granular surface cleaned with mechanical broom including supply of all materials, labour, T & P etc. required for proper completion of the work as per clause 503 of MORT & H specifications and as per the direction of E/I (AR).
5850
69615
11.9
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Providing & Laying consolidated BM Premix with Graded Approved Coarse aggregate, Fine Aggregate, Filler, and Bitumen content @3.4% as per MORTH/PWD Specifications I/C heating Bitumen to required temperature applying Tack coat .Cleaning the surface and providing Labour at HMP ,the cost of Labour, T&P etc. I/C the cost of material required for proper completion of the work.
220
1744600
7930
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Providing & Laying bituminous concrete (B.C.) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of approved quarry of specified grading, premixed with bituminous binder @ 5.4% CRMB 55 Oil 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 alignment, rollers to achieve the desired compaction as per MORTH Specification cause No. 509 complete in all respect.(A R)
117
1143558
9774
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Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.50 M. and lead up to 30.00 M. including filling watering ramming of excavated earth in to the trenches or in to the plinth and removal &disposal of surplus earth as directed by the Engineer in charge up to a distance of 30.00 M. from the foundation trenches. (including Royality)
249.3
43627
175
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Cement Concrete with 40 mm gauge Approved stone ballast coarse sand and cement in proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (SI NO.281/2018)
60.45
271420
4490
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M-150 B/W in 1:4 cement & fine sand of 1.25 FM mortar in foundation i/c supply of all materials, labour, T & P etc. required for proper completion of the work.
185.7
791082
4260
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M-150 B/W in 1:4 cement & fine sand of 1.25 FM morter in SUPER STRUCTURE i/c supply of all materials, labour, T & P etc. required for proper completion of the work.
48.76
234779
4815
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Struck pointing with cement mortar consisting 1:2 cement and fine sand of 1.25 FM I/C supply of materials, Labour ,T & P etc. required for Proper completion of the work. (SI.No.574/2018)
938.6
140790
150
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Distempering two coat with oil bond distemper of approved brand and manufacturing and required shade on undecorated wall surface give an even shade over and including all complete (SI NO. 649+651/2018)
292
26280
90
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Mild steel or iron work in heavy size such as trusses, built up gates, MS Grills, record racks etc. including welding where necessary and fixing required for proper completion of the work (SI NO. 503/2018)
7.5
44415
5922
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Cement concrete with 20 mm gauge stone grit, coarse sand and cement in 4:2:1 including supply of all materials, Labour, T&P etc. required for proper completion of the work.(SI NO. 279A/2018).
33.29
203568
6115
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Providing Birla putty for given smooth surface of walls complete as per direction of E/I.
740
59200
80
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R C C work with cement, approved coarse sand and 20mm gauge approved stone grit in proportion of 1 : 1.5 : 3 in slabs excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary cantering and shuttering etc. and supply of all materials, labour, T & P etc. required for proper completion of the work including cost of binding wire . The rate excludes making of drip course which shall be paid extra.(PWD SI NO. 284 / 2018)
9
72540
8060
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Mild steel or iron work in plain work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage bend , hooks and authorised overlapping shall be measured and including cost of binding wire (SI NO. 504/2018)
7.07
37866
5356
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Providing and Laying 160 mm and PVC pipe complete (AR)
200
93800
469
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Providing and applying 2.5 mm thick Road marking Strips(Retro- Reflective) of specified shade /colour using hot thermoplastic material by fully/sami automatic thermoplastic paint applicator machine fitted with profile shoe glass beads dispenser, Propen 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 E/I and accordance with applicable specifications (DSR 16.62/14)
175.5
78097
445
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Providing and fixing Glow Studs of size 100x20 mm made by heavy duty body shall be moulede ASA (Acrylic styrene Acryloretrite ) HIP (High Impact ploystyrene) or ABS heaving Electronically welled micro- prismatic lens with abrasion coating as approved by E/I .The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280 .The slop of retro-reflective surface shall by 35(+/-5) degrees to base. The reflective panels on both sides with at least 12 cm of reflective area up each side .The luminance intensity 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 it IS , as per procedure recommended by the manufacturer complete and as directed of E/I (DSR 16.50 /2014)
97.5
23692
243
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Supply of Rubber moulding Reflective Zig-Zag 80 mm thick Mechanically compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200 X 160 X 80 mm with minimum 5 mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa & kg/no. including cost of all material, brick age labour, T&P & all taxes etc.
54600
1146600
21
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Laying of Rubber moulding Reflective Zig-Zag 80 mm thick Mechanically compressed inter locking cement concrete pavers block including levelling and dressing of surface to required level and slope, filling joints with local sand including the cost of all labour, T&P etc. complete but excluding the cost of all material (labour only.)
1560
156000
100
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Supply of Pre moulede Mechanically Compressed Controlled Vibration Kerb Stone Compressing upper tapered of plan size 400 x 250 x 125 The compressive strength of kerb stone shall not be less than 20 MPa & by weight not less than 3.5 kg. /No. I/C cost of All material, labour, T & P etc. required for proper completion of the work as directed by Engineer In charge but excluding U.P.T.T which shall be paid extra as per rules
2240
190400
85
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Fixing of Kerb stone I/C cost of all material labour, T & P etc. required for proper completion of the work as directed by Engineer In charge but excluding the cost of kerb stone
2240
224000
100
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12 mm thick plaster 1:4 with cement and fine-sand mortar including all materials, labour T&P etc required for proper complete of the work. (SI. 597C/2018)
420
58800
140
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DISMENTLING OF CEMENT MORTAR B/W, I/C STACKING OF DISMENTLED MATERIAL WITH IN 60 M. DISTANCE AS DIRECTED BY E/I(.PWD SI NO. 692 /2018)
61.18
24472
400
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