Asansol Durgapur Development Authority Tender
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Asansol Durgapur Development Authority - ADDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date23 Feb 2024
Closing Date16 Mar 2024
Tender Amount₹ 16,00,25,828
Costs
EMD
₹ 32,00,517Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ADDA_670776_1Bid Award Id
ViewTender No
ADDA/DGP/ED/N-106/2023-24Tender Authority
Asansol Durgapur Development Authority ViewPurchaser Address
-Website
http://https://addaonline.in/
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BOQ Items
Granular Sub-base with Graded Material By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) Grading – III
4786.32
7463021
1559.24
Granular Sub-base with Graded Material By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) Grading – V
4641.28
7561573
1629.2
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet 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, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)
8158.5
15754960
1931.11
Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For WBM / WMM Surface
25382
749784
29.54
Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).On Granular surfaces treated with primer
(Using Cationic Bitumen emulsion (M.S grade packed) at the rate of 0.275 kg per sqm.)
25382
263211
10.37
Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).On Bitumen surfaces (Using Cationic Bitumen emulsion (M.S grade packed) at the rate of 0.225 kg per sqm.)
25382
242398
9.55
Dense Bituminous Macadam Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregate of specific grading , filler (Cement /Hydrated lime/ Rock dust) premixed with bituminious binder of approved grade @ 4.0 % (min) for Grading -1 and 4.5 % (min) for grading -2 by weight of total mix as per table 500-10 and mix design done as per table 500-11 and job mix formula as per clause 505.3.3 of MoRT&H (5th Revision), including screening , cleaning of chips , transporting the hot mix to work site, laying the mixed materials at specified laying temperature, as specified in table 500-2 with a hydrostatic paver finisher with sensor control to the required grade , level and alignment over prepared surface coated with tack coat , rolling with smooth wheeled and vibratory or tandem roller or with a pnuematic tyre roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPa, to achieve the desired density as per clause 505.3.5, all including cost and carriage of bitumen , crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control complete as per clause 505 of specification for Road & Bridge works of MoRT&H (5th Revision ) .For Grading 1 (37.5 mm nominal size, 75-100 mm thick.) Using Drum mix Type HMP of minimum capacity 40-60 TPH.
2665.11
18789238
7050.08
Bituminous Concrete Providing and laying bituminous concrete with Hot Mix Plant using using crushed aggregate of specific grading , filler (Cement /Hydrated lime/ Rock dust) premixed with bituminious binder of approved grading @ 5.20 % (min) for Grading -1 and @ 5.40 % (min) for grading -2 as per table 500-17 and mix design done as per table 500-10 job mix formula as per clause 505.3.3 , including screening , cleaning of chips and preparing a uniform and quality mix , transporting the hot mix to work site, laying the mixed materials at specified laying temperature, as specified in table 500-2 with a hydrostatic paver finisher with sensor control to the required grade , level and alignment over prepared surface coated with tack coat , rolling with smooth wheeled and vibratory or tandem roller or with a pnuematic tyre roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPa, to achieve the desired density as per clause 505.3.5, all including cost and carriage of bitumen , crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control complete as per clause 507 of specification for Road & Bridge works of MoRT&H (5th Revision ) .For Grading 1 (37.5 mm nominal size, 75-100 mm thick.) Using Drum mix Type HMP of minimum capacity 40-60 TPH
1148.14
9599379
8360.78
Hard Shoulder with Water Bound Macadam Sub-Base Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening
1087.8
2230316
2050.3
Construction of Embankment with Material Obtained from Borrow Pits ( Arranged by Contractor) Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
8144.21
1369286
168.13
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
364.49
212862
584
Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications.
1823
464865
255
Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision 90 cm equilateral triangle
10
42460
4246
Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) 80 mm x 60 mm rectangular
10
52080
5208
Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m In ground floor including roof.
1617
722799
447
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m In ground floor including roof upto 150 mm. thick
889.35
835099
939
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete . Depth of excavation not exceeding 1,500 mm.
10885.65
1298331
119.27
Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etc.
970.2
25787
26.58
Bailing or pumping out water from foundation trenches.
3138.9
65540
20.88
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)) With fine sand
1569.45
817793
521.07
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand
5046.5
1635066
324
Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor [Pakur Variety] 1:3:6 proportion
704.51
3260897
4628.59
Labour for laying single brick flat soling including ramming and dressing bed
to proper level and filling joints with powdered earth.(Bricks Supplied by Dept.)
4914
196560
40
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm
nominal size) excluding shuttering and reinforcement if any, in ground floor
as per relevant IS codes Pakur Variety
3919.35
20142572
5139.27
Hire and labour charges for shuttering with centering and necessary staging
upto 4 m using approved stout props and thick hard wood planks of approved
thickness with required bracing for concrete slabs, beams and columns,
lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
32282
6617810
205
Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab
curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc,
complete in all respect.
(only the area in contact with concrete to be measured)
291.26
27086
93
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches
630.61
15134
24
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.Tor steel/Mild Steel . SAIL/ TATA/RINL For works in foundation and upto roof of ground floor/upto 4 m
230.75
12641331
54783.43
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary. With (6:1) cement mortar 15 mm thick Plaster (external plaster) In Ground floor (External)
32282
4897502
151.71
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
14715
500310
34
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.25 mm. thick
3350
860816
256.96
Removing all types of Hume pipes and stacking within a lead of 1000 including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD.
90
13860
154
Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.Up to 3 m depth. With pumping out water including shoring as required.
814.52
101000
124
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
286.5
218941
764.2
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-15 Grade . Using concrete mixer
72.17
330787
4583.39
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.RCC Grade M25 Height upto 5m Using concrete Mixer
292.97
1782865
6085.53
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge
25.3
1526780
60351.83
Brick work with 1st class bricks in cement mortar (1:6) In superstructure, ground floor.
2.84
14148
4990.77
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary. With (6:1) cement mortar 20 mm thick Plaster (external plaster) In Ground floor (External)
63.28
9600
151.71
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat) Premium 100% Acrylic Emulsion
64.26
5397
84
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.In Ground Floor: Two Coats
64.26
2898
45.1
G S T As applicable @ 18% on total work done value ( SL NO. - 1 to 44 )
1
24169029
24169029.3
Labour Welfare Cess @ 1% on total work done value including G S T ( SL NO. - 1 to 45)
1
1584414
1584414.14
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