Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Civil Construction
Eprocure
Opening Date30 Oct 2021
Closing Date12 Nov 2021
Tender Amount₹ 18,62,65,000
Costs
EMD
₹ 37,26,000Document Cost
₹ 5,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_ADAA_633678_1Bid Award Id
ViewTender No
17/2021-22Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Turfing of embankment slopes
Uprooting rank vegetation and weeds by digging the area to a depth of 60cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. (Rate based DSR-307)
90
-
35
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GRANULAR BASE COURSE AND SUBBASE -Normal GSB drainage - Providing/Constructing Granular Sub-base(GSB) with approved materials as per Drawing and Technical Specification Clause 401 conforming to Grading-II (Table 400-1) and direction of Engineer-in-Incharge. (Rate based on DSR-Analysis)
1448.49
-
3030
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Rate based on DSR-Analysis)
1231.72
-
2938.1
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BITUMINOUS COURSE :- Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means a per Technical Specification 502.) (Rate based on DSR-Analysis)
4892
-
28
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Tack coat :-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prime base surface and cleaned with mechanical broom. (Rate based DSR-Analysis)
3647
-
11
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the bituminous surface and cleaned with mechanical broom. (Rate based on DSR-Analysis)
5159
-
9
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Providing & laying Dense Bituminous Macadam course Bitumen grade VG 40 complete as per Technical Specifications Clause 505. for Grading II. (Rate based on DSR-Analysis)
301.98
-
8833
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Providing and laying bituminous concrete with 100- 120 TPH batch type HMP producing an average output of 75 ton per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.2 percent by weight of total mix and filler, transported the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve desired compaction using VG 40 grade of bitumen. (Rate based on DSR-Analysis)
161
-
9876
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Construction of Reinforced Earth structures (RES) complete as per Technical Specification clause 3100 all complete. Earth work in excavation for RE wall foundation (SOR-21)
763.75
-
135
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Providing, casting and erecting of Reinforced Earth retaining wall using precast concrete fascia panels not less than 180mm thick and of M35 grade including its design, approval of the same, preparation of working drawings, supply of geogrid, reinforcement, soil reinforcing element, foundation pad, drainage pipe, water proofing of joints, all accessories, components and drainage system including ground improvement completein all respects as per drawings.
1272.92
-
3300
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Foundation pad PCC M15
9.53
-
6150
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Filter media behindthe RE wall (Rate as per DSR)
725.75
-
3113
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Filling, grading and compaction with selected material (local sand) meeting approved design parameters in layers in reinforced zone completein all respects as per drawings.
5461.41
-
1614
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Providing and laying in position RCC crash barrier M 40 grade with friction slab, including cost of reinforcement, centering and shuttering and 2 Nos. 75mm diameter PVC Pipes (duly embedded) with inspection boxes for carrying utilities and Hand Railing complete as per approved drawings and Technical Specifications Sections 800, 1500, 1700, 2703 and 3100. (Rate based on MORTH-Analysis)
60
-
16586
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DRAINAGE AND PROTECTION WORKS :- Construction of Lined drain :- Earthwork in excavation for Pucca drain in cutting portion and built up areas in all types of soil mixed with boulders and hard rock complete as per drawings and as per MORT&H Technical Specifications Clause 301,304 &309.
464.1
-
135
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Providing, placing, compacting and curing Plain cement concrete M 15 grade leveling course 20 mm and down size aggregates below side drain, median drain and toe wall on previously prepared surface with all lifts and leads complete as per drawing and as per technical specification clauses 1500,1700 & 2100.
90.9
-
6150
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JUNTIONS AND SAFETY :-Providing and fixing metal beam crash barrier complete as per drawing and technical specification clause 811.
60
-
3647
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G.I Barbed wire Fencing 1.2 metre high (Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 808 ) (Rate based on MORTH-Analysis)
60
-
559
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TRFFIC SIGNS MARKING AND OTHER APPURTENANCES :- Providing & laying hot applied thermo plastic compound 2.5mm thick including refletrorising glass beads @ 250gm/Sqm. Area, thickness of 2.5mm is exclusive of surface applied glass beads as per I.R.C. 35. The finish surface to be level, uniform and free from steaks and holes. Composition of thermoplastic material material shall be as per table 800-3 of clause 803 of MORTH including cost of work as direction E/IC. Lane/centre line/edge line/ transverse marking, Pedestrian Crossing and any other markings.
146.7
-
504
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Overhead full gantry Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) (Rate as per analysis)
1
-
534159
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Supply/Fixing of G.I. Poles Bajaj/Philips obtained from folded sheet steel lengthwise welded and Hot dipped Galvanized in Octagonal shape in accordance with IS 2629 or equivalent with following dimensions and details. (Bajaj/Phillips/or equivalent. App.company.) 1. Length - 10Mt. 2. Bottom dia- 200mm 3. Top dia - 100mm 4. Sheet thickness 3mm 5. base plate - 310mm X 310mm X 20mm fixed with Pole 6. Foundation bolts 4 Nos (25 mm dia, 500mm long), 16 Nuts, 16 washers & 4 Check nuts. 7. Anchor Plate/ base Plate - 310mm X 310mm X 20mm 2 nos. The pole shall have inbuilt junction box comprising of 2nos service connection brackets, one earthing plate and flush door with locking arrangment. (A.R.) Supply and fixing of Factory fabricated hot dipped galvanised 50mm dia 1500mm long single arm street light bracket with spigots suitable for 100mm top dia octagonal shaped GI pole as per dimension. Single arm type for fixing at side (Rate as per MORTH analysis)
8
-
60803
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Planting of low height flowering plants and shrubs in one rows in central median as per Technical Specification. (Rate as per MORTH analysis)
0.06
-
31894
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Maintenance of Flowering Plants and Shrubs in Central Verge for one Year. (Rate as per MORTH analysis)
0.06
-
222855
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FLYOVER :- Excavation in foundation in ordinary soil (loam, clay or sadn) including lift upto 1.5m 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 ( Rate including royalty of earth aslo) (i) All type of soil
387.57
-
135
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(ii) in soft rock
166.16
-
135
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Providing and laying cement concrete in 1:2:4 in coarse sand with 20mm nominal size approved coarse sand and cement , curing complete , including cost of from work in foudation. (i) M-15
59.56
-
6150
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RCC in super - structure excluding reinforcement - providing and laying in position machine batched and machine mixed design mix M35 grade coment concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering , shuttering finishing on but excluding reinforcement , including admixtures in recommended proportions as per IS 9103 to accelerate retarder for sitting of concrete/ improve workbillity without impairing srenthening and durability as per direction of Engineer Incharge . Note : cement content considered in this item is @ 330 kg / cum . Ecess or less cement used as per desing mix is payble or recoverable saparately. (a) RCC soild slab (i) M30 grade
58.03
-
9450
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(b) RCC soild slab (i) M35 grade
119.04
-
9550
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Providing and laying in position machine batched and machine mixed design mix M35 grade cement concrete for reinforced cement concrete work , using cement content as per approved design mix including pumping of concrete to site of laying including the cost of centering , shuttering , finishing on but excluding reinforcement , including admixtures in recommended proportions as per IS 9103 to accelerate , retarder for setting of concrete / improve workability without impairing and durability as per directio of Engineer Inchage. note : cement content considered in this item is @330 kg/ cum Ecess or less cement used as per design mix is payble or recoverable
saparately (i) M 35 grade - pile cap
969.08
-
8100
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Providing and laying in position machine batched and machine mied design mix M 40 grade cement concrete for reinforced cement work, using cement content as per approved design mix , including pumping of concrete to site of laying including the cost of centering , shuttering, finishing on but excluding reinforcement including admixtures in recommendede proportoins as per IS 9103 to accelerate retarder for setting of concrete / imrpove workbility without impairing strenthening and durability as per direction of Engineer Incharge .note cement content considered in this item is @ 330 kg /cum . ecess or less cement used as per desing mix is payble or recoverable
saparately. (i) M35 grade in sub - structure Excluding reinforcement
751.29
-
8100
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(i) M40 grade in sub - structure Excluding reinforcement
6.8
-
8250
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Structural cement concrete for perstressed concrete in super - structure excluding reinforcement. (i) M40 grade (ii) M45 grade
1888.18
-
9650
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50mm thick wearing course - providing and laying 50 mm bituminous concrete wearing cource single layer on the top of deck slab including tack coat after cleaning the surface with mechanical broomer, air compressor as per technical specification clause 2702 and as dirwcted by the Engineer. (Rate as per MORTH analysis)
2682.24
-
502
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Mild steel or iron work in plain work such as as reinforced concrete or reinforced brick work ( when not including in and an overall retws) brought to required shape as necessary including for proper completion of the work and including the supply of steel and its waistage behnd , hooks, and authorised overlapping shall be measured up to floor to level. All complete as per direction E/I (SI NO. 504 HYSD/ TMT Bar (Rate as per analysis)
834.22
-
82000
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Hightentsile steel wires / stands including all accessories for stressing, stressing operation and grouting compete as per drawing and technical specications . (Rate as per MORTH analysis)
79.41
-
140245
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Providing and fixed of drainage spouts alongwith drain pipes complete as per drawing and technical specfication section 2705 and as per directed by the Engineer. (Rate as per MORTH analysis)
24
-
1021
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Providing and fixing in potion tar paper bearing complete as per specification and as
directed by the engineer. (Rate as per MORTH based analysis)
1752
-
240
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Providing , fitting and fixing in postion to line level POT- PTFE bearing consisting of metal piton supported by a disc or unreinforced clastomer confined within a metal cylinder ,sealling ,ring , dust scales, PTFE surtace sliding against stailess steel . mating surface complete assembe to be of a cast steel / fabrictabed structual steel. metal and elements to be as per IRC : 83 Part - I - II resepectively and otyher parts conforming to B,S 5400 section 9.1 & 9.2 and clause 2006 of MoRTH specification complete as per drawing and approved technical specifications. (Rate as per lowest quotation) (a) fixed Bearing (POT-PTFE) UPTO 350 MT
4
-
82684
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(b) free float Bearing ( POT-PTEF) UPTO 350 MT
4
-
73752
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C) Slide guide (L) Bearing (PTO- PTFE) UPTO 350MT
8
-
118905
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(d) Slide guide (T) Bearing (PTO-PTFE) UPTO 350MT
8
-
120245
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Providing and laying cement concrete in 4:2:1 under approach slab of not less than strength of M-15 stone grit (20 mm nominalsize), approved coarse sand and cement , cring complete including of cost of from work in foundation and floors - comppletion of the work as per direction of E/I ( S.I NO. 279A) (SOR-21)
39.06
-
6150
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Reinforced cement concrete M- 30 in approach slab including shuttiering and reinforcement complete as per drawing and technicale specification section 1500,
1700,2300 & DUDSDR 2018
78.12
-
8350
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Providing and construtcting RCC crash barrier M-40 grade including centering shuttering and reinforcement ( concrete 0.3 cum/ Rmt and steel 28 Kg/Rmt ) ect al complete as per approved drawing and technical specifications 1500,1700,2300 and as
per IRC-6. (Rate based on MORTH analysis)
304.95
-
4816
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Providing and laying take down pipe 150mm dia PVC PIPE Conforming to IS make working pressure 6kg/sqcm including testing labour T&P and all complete fittings.
180
-
460
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Providing and laying of strip seal expension joint catering to maximum horizontal movement up to 70 mm complete as per approved drawing and standard specifications to be instlled by manufacturer / supplier or their autherized representative ensuring compliances to the manufacture's instrructions for
installation.
111.6
-
9845
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Providing bored cast -in -situ M-35 grade R.C.C Pile 1200 mm dia excluding reinforcement complete as per drawing & tchnical specification @ removal of
excavated earth with all lifts & lead upto 1000m.
1745.92
-
14266
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