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Construction Of Bypass Road For The Newly Construction Dudhani Kauncha High Level Bridge, Block No.II PWD. Complex Silvassa-Dadra And Nagar Haveli

Administration Of Dadra And Nagar Haveli-AODANH has published Construction Of Bypass Road For The Newly Construction Dudhani Kauncha High Level Bridge. Submission Date for this Tender is 18-06-2020. Road Work Tenders in Block No.II PWD. Complex Silvassa Dadra And Nagar Haveli. Bidders can get complete Tender details and download the document.




Tender Notice

24449636
Corrigendum : Construction Of Bypass Road For The Newly Construction Dudhani Kauncha High Level Bridge
Open Tender
Indian
Dadra And Nagar Haveli
Block No.II PWD. Complex Silvassa
18-06-2020

Tender Details

Construction Of Bypass Road For The Newly Construction Dudhani Kauncha High Level Bridge

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Jun-2020 CORRIGENDUM Other 18-06-2020

Key Value

Document Fees
INR 3000 /-
EMD
INR 832000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of Bypass road for the newly construction Dudhani Kauncha High Level Bridge.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earthwork in cutting in soft murrum incl. preparing the slope and camber and stacking or utilising the cutting stuff in bank as and where directed from the end of cutting with all required lead and lift as directed by engineer-in-charge.In Hard Murrum 5485 One Cubic Meter
2 2 Earthwork in cutting in hard murrum incl. preparing the slope and camber and stacking or utilising the cutting stuff in bank as and where directed from the end of cutting with all required lead and lift as directed by engineer-in-charge.In Soft Rock 8618 One Cubic Meter
3 3 Earthwork in cutting in Rock incl. preparing the slope and camber and stacking or utilising the cutting stuff in bank as and where directed from the end of cutting with all required lead and lift as directed by engineer-in-charge.In Hard Rock 1567 One Cubic Meter
4 4 Earthwork for embankment with available earth with in land width including breaking clods, dressing with all lead & lift and including watering, rolling & consolidation of subgrade in layers at OMC to required dry density including filling the depression which occur during the process using power roller 8T to 10T. 1476 One Cubic Meter
5 5 Earthwork for embankment with CBR 8% with available earth with in land width including breaking clods, dressing with all lead & lift and including watering, rolling & consolidation of subgrade in layers at OMC to required dry density including filling the depression which occur during the process using power roller 8T to 10T. 2266 One Cubic Meter
6 6 Providing, laying, spreading and compacting 200 mm thk. graded stone aggregate material in sub base course mixing in a mechanical mix plant at OMC , carriage of mix material, spreading in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labour, machinery.etc completed. 1492 One Cubic Meter
7 7 Providing and Laying 250 mm thick [in two equal layer] of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials. etc completed as directed by Engineer In charge. 1728 One Cubic Meter
8 8 Providing, Applying, Evenly Priming Tack Coat on WMM surface with VG 40 @ 9 Kg/10 M2 including cost asphalt, heating and the cost of spraying uniformly complete as directed. 6213 One Square Meter.
9 9 Providing & laying compacted 85 mm thick dense graded bituminous macadam (DBM) Grade-2 in Single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 kg / 10 m2 in each using crushed aggregates of specified grading . premixed with bituminous content @ 4.5% (VG-40) by weight of total mix and filler , transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to acheive the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.\n 1364 One Metric Tone
10 10 Providing and laying 40 mm Thick Bituminous Concrete using crushed stone aggregate BT chips as per required gradation and using asphalt as a tack coat @ 2.5 kg / 10 sq.m and the VG-40 grade asphalt at 5.40 % (i.e. 54 kg/MT) by total weight of mix hot laid process using batch mix plant including heating and mixing asphalt & materials by batch mix process transporting the mix and laying by hydrostatic paver finisher including consolidation with vibratory roller & PTR including cost of material labour machinary equipment and fuel, oil. Lubricant for plant and machinary using contractor's own plant and machinanes etc complete. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design. \n 655.5 One Metric Tone
11 11 Providing and applying Asphalt Painting on paver finish surface with bitumen of VG-40 at the rate of 6.0 kg./10.00 Sq.m. using hot straight run bitumen including heating the bitumen, spreading the bitumen with mechanically operated spray unit fitted on bitumen boiler, including preparing surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all lose etc. and spreading of stone dust on painted surface at the rate of 0.08 Cu.m/10 Sq.m. including, cleaning etc. complete. 6213 One Square Meter.
12 12 Supplying and Fixing Cat Eye (Stimsonite) made out of Acrilo beautile sterine injection high compressed moulding with reflector made out of MMC (Prismatic type size 12cm X 6cm X 2.5cm) provided with the bitumenous adhesive 100g with each unit for fixing (Engineer Grade) 232 One Nos
13 13 Road Marking with Hot Applied Thermoplastic Compound with Reflectrorising glass bends on Bituminous Surface. Providing and lating of hot Applied themoplastic compound 2.5mm thick incl reflectorising glass beads @ 250gms per Sqm area thickness of 2.5mm exclusive of surface applied glass beads as per IRQ 35. The finish surface to be level uniform and free from streaks and holes. 294 One Square Meter.
14 14 Informatory Signs : Providing & fixing sign boards made out of 2 mm aluminium sheet; 80 x 60 cms rectangle as per the design of IRC-67-1997 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. specifications; 3.1 mt long stand post and frame fabricated from suitable size iron angle of 35x35x3mm 75x75x6 mm as required; painted with best quality epoxy coatings in black and white bends the details of symbol for each board shall details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at the site shall be in 1:2:4 cc block of size 45 x 45 x 60 cms for each leg including excavation cuting etc. complete under the supervision of engineer in charge. [B] High density Grade 2 One Nos
15 15 Type A W Metal Beam Crash Barrier ( Providing and erecting a "W" metal crash barrier comprising 3mm thick corrugated sheet metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level fixed on ISMC series channel vertical post 150 x 75 x 5 mm spaced 2m centre to centre , 1.8m high, 1.1 m below ground/road level all steel parts and fitments to be galvanized by hot dip process all fittings to conform to IS:1367 and IS 1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5mm , 330 long complete as per clause 810 400 One Running Meter
16 16 Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle. 0.096 One Hectre.
17 17 Marking out the center line of the Bridge and various other component structures and complete lining out and leveling with theodolite, levels,including constructing necessary masonory pillars for lines and levels and establishing nesessary bench marks etc. complete as directed. 2 One Nos.
18 18 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum 3309 One Cubic Meter.
19 19 Excavation in large boulders and soft rock by welding including shoring, strutting and dewatering as necessary and disposing of the excavated stuff as directed. 1655 One Cubic Meter.
20 20 Excavation in hard rock by dry-wet blasting and chiselling including dewatering preparing foundation base by proper benching and stepping and disposing of the excavated stuff as directed.(A) Reuiring blasting 174 One Cubic Meter.
21 21 Providing and laying in positions machine mixed Plain ordinary Cement Concrete M15 grade for leveling course below foundation, approach slab , etc. at other places as directed by Engineer-in-charge with graded broken stone aggregate from 6mm to 40 mm including tamping, vibrating, leveling and curing complete with all formwork, dewatering wherever required including all materials, labours, plants, machineries & tools,al lleads and lifts, etc.complete as per specification. 347.5 One Cubic Meter.
22 22 Providing and cast in situ controlled cement concrete of M-30 grade as per relevent code for reinforced cement concrete with 20mm down graded crushed stone aggregates of required size in foundation of pier, abutment & retaining walls etc. & Sub-structure including form work shuttering and supporting arrangement (excluding cost of reinforcement ) and transporting concrete from batching plant by transit mixture, placing it in position, Compacting with needle Vibrator including Curing with all labour, material, machinery, all lead, lift etc complete as per drawing and Technical specification. 868 One Cubic Meter.
23 23 Providing and placing the reinforcement in designed position, fixing, lowering in position bars Fe500 D grade conforming to IS 1786 for foundation of pier, abutment & retaining wall etc at all levels. The rates includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing, tying in position with contractor's own black annealed binding wire, welding, etc. Welding and supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing, all leads & lifts,etc. including contractor's own equipment, labour, supervisor, taxes, machineries, etc. complete as per drawings and specification.1) The waste cut pieces and laps shall not be included in the paying quantity. \n2) Black annealed binding wire shall not be included in the paying quantity. \n3) The work shall be done as per execution drawing.\n 71 One Metric Tone
24 24 Providing and laying in position ordinary cement concrete of M15 specified grade for trench filling excluding the cost of centering and shuttering 142 One Cubic Meter.
25 25 Providing and casting in-situ Reinforced Cement Concrete M30 grade controlled cement concrete in pier, abutment, return wall & Retaining wall etc. using 6mm to 20mm machine crushed well graded stone aggregate, sand of approved quality, OPC53 grade cement with contractor's own concrete mix design as approved by PWD, etc. complete. The rate is inclusive of all materials, including necessary mixing in fully automatic batch mix plant, transporting concrete by pontoon or tug boats etc, curing,dewatering, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering carefully, making good the damages,fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor's labour,tools & plants, machineries, as required, with F3 type exposed concrete finish and form mark.Any honeycombing / Undulation found shall be rectified to match F3 class finish. Note:- Rates in items shall include cost of providing grooves, chamfers, moulding, cut-out etc. in formwork. The work will include placing in position of necessary fixtures, sleeves for various purposes, etc. complete as per drawings, specifications and as directed by the Engineer in charge. The rate shall also include preparation of construction joints as per specifications and provide approved wire mesh/weld mesh at such location as approved by the Engineer-in-charge or as shown in drawings. 547.3 One Cubic Meter.
26 26 Providing and casting in-situ Reinforced Cement Concrete M30 grade controlled cement concrete in pier, abutment, return wall & Retaining Wall etc. using 6mm to 20mm machine crushed well graded stone aggregate, sand of approved quality, OPC53 grade cement with contractor's own concrete mix design as approved by PWD, etc. complete. The rate is inclusive of all materials, including necessary mixing in fully automatic batch mix plant, transporting concrete by pontoon or tug boats etc, curing,dewatering, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering carefully, making good the damages,fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor's labour,tools & plants, machineries, as required, with F3 type exposed concrete finish and form mark.Any honeycombing / Undulation found shall be rectified to match F3 class finish. Note:- Rates in items shall include cost of providing grooves, chamfers, moulding, cut-out etc. in formwork. The work will include placing in position of necessary fixtures, sleeves for various purposes, etc. complete as per drawings, specifications and as directed by the Engineer in charge. The rate shall also include preparation of construction joints as per specifications and provide approved wire mesh/weld mesh at such location as approved by the Engineer-in-charge or as shown in drawings 55 One Cubic Meter.
27 27 Providing and casting in-situ Reinforced Cement Concrete M30 grade controlled cement concrete in piercap, abutment cap, dirt wall,Pedestal & seismic arrester etc.including controlled cement concrete M-35 bed blocks or pedstals of required size below bearings as per detailed drawings, centering, shuttering, scaffolding, wherever necessary, laying vibating, curing and finishing complete. using 6mm to 20mm machine crushed well graded stone aggregate, sand of approved quality, OPC53 grade cement with contractor's own concrete mix design as approved by client, etc. complete. The rate is inclusive of all materials, including necessary mixing in fully automatic batch mix plant, transport, curing, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering carefully, making good the damages,fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor's labour,tools & plants, machineries, as required, with F3 type exposed concrete finish and form mark.Any honeycombing / Undulation found shall be rectify to match F3 class finish.\nNote:- Rates in items shall include cost of providing grooves, chamfers, moulding, cut-out etc. in formwork. The work will include placing in position of necessary fixtures, sleeves for various purposes, etc. complete as per drawings, specifications and as directed by the Engineer in charge. The rate shall also include preparation of construction joints as per specifications and provide approved wire mesh/weld mesh at such location as approved by the Engineer-in-charge or as shown in drawings 40 One Cubic Meter.
28 28 Providing and placing the reinforcement in designed position, fixing, erecting or lowering in position bars Fe500 D grade conforming to IS1786 for pier, abutment, return wall, retaining wall etc all categories & depth, at all levels. The rates includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing, tying in position with contractor's own black annealed binding wire, welding, etc. Welding and supporting inposition to ensure line sand levels during concreting, maintaining proper cover / spacing, all leads & lifts, etc. including contractor's own equipment, labour, supervisor, taxes, machineries, etc. complete as per drawings and specification.1) The waste cut pieces and laps shall not be included in the paying quantity.\n2) Blackannealedbindingwireshallnotbeincludedinthepayingquantity.\n3) The work shall be done as per execution drawing.\n 85.5 One Metric Tone
29 29 Providing and placing the reinforcement indesigned position, fixing, erecting or lowering in position bars Fe500 D grade conforming to IS1786 for piercap, abutment cap,pedestal,sesmic arrester & dirtwall all categories & depth, at all levels. The rates includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing, tying in position with contractor's own black annealed bindingwire, welding etc. Welding and supporting inposition to ensure line sand levels during concreting, maintaining proper cover / spacing, all leads & lifts, etc. including contractor's own equipment, labour, supervisor, taxes, machineries, etc. complete as per drawings and specification.\n1) The waste cut pieces and laps shall not be included in the paying quantity.\n2) Blackannealedbindingwireshallnotbeincludedinthepayingquantity.\n3) The work shall be done as per execution drawing. 4 One Metric Tone
30 30 Providing and laying 400 wide Tar Paper below solid slab & , 20 mm thick 888 mm high compressible fiber board for 20mm expansion gap for solid slab portion in Approach Portion from Approved manufacture only as per drawing. 48 One Running Meter
31 31 Providing and casting in-situ Reinforced Cement Concrete M30 grade controlled cement concrete in Solid Slab using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality,OPC 53 grade cement with contractor's own concrete mix design as approved by client ,etc.complete as per specification. \nThe rate is inclusive of all materials, including necessary mixingin fully automatic batch mix plant, transport, curing, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering carefully, making good the damages,fixing embedment, inserts, pockets,wherever necessary,with all lead and lift with contractor's labour, tools & plants, machineries, as required, with F3 type exposed concrete finish and form mark. Any honeycombing / Undulation found shall be rectify to match F3 class finish. 202.5 One Cubic Meter
32 32 Providing and placing the reinforcement in designed position, fixing, erecting or lowering in position bars Fe500 D grade conforming to IS1786 for superstructure all categories & depth, at all levels. The rates includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing, tying in position with contractor's own black annealed bindingwire, welding etc. Welding and supporting inposition to ensure line sand levels during concreting, maintaining proper cover / spacing, all leads & lifts, etc. including contractor's own equipment, labour, supervisor, taxes, machineries, etc. complete as per drawings and specification.1) The waste cut pieces and laps shall not be included in the paying quantity.\n2) Blackannealed bindingwireshallnotbeincludedinthepayingquantity.\n3) The work shall be done as per execution drawing.\n 14 One Metric Tone
33 33 Providing and casting in-situ Reinforced controlled Cement Concrete M 30 grade with 20mm down coarse aggregate at any level including shuttering, mixing with batching plant, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed for Approach Slab including all leads and lifts etc. complete as per specification and drawing. 56 One Cubic Meter
34 34 Providing and casting in-situ Reinforced controlled Cement Concrete M 30 grade for average 75 mm thick with 20mm down coarse aggregate at any level including shuttering, mixing with batching plant, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed for wearing course including all leads and lifts etc. complete as per specification and drawing. 28 One Cubic Meter
35 35 Providing and casting in -situ controlled cement concrete of M 40 grade for RCC crash Barrier with 20 mm down coarse aggregate of the required size including formwork, shuttering, placing in position, consolidation with mechanical vibrators curing finishing, deshuttering carefully, marking good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and formwork as directed by Engineer - in -charge, etc. complete as per specification. 22 One Cubic Meter
36 36 Providing and placing the reinforcement in designed position, fixing, erecting or lowering in position TMT bars Fe500 D for approach slab, wearing course, kerb & Crash Barrier grade conforming to IS1786 for superstructure all categories & depth, at all levels. The rates includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing, tying in position with contractor's own black annealed bindingwire, welding etc. Welding and supporting inposition to ensure line sand levels during concreting, maintaining proper cover / spacing, all leads & lifts, etc. including contractor's own equipment, labour, supervisor, taxes, machineries, etc. complete as per drawings and specification.1) The waste cut pieces and laps shall not be included in the paying quantity.\n2) Blackannealed bindingwireshallnotbeincludedinthepayingquantity.\n3) The work shall be done as per execution drawing.\n 11 One Metric Tone
37 37 Providing, fabricating and fixing in position GI Drainage Spout arrangements having 100 mm dia. Pipe B class with necessary bend, fixing to GI chamber, GI grating, providing and applying one coat of primer & two coat of anticorrosive paint, etc. complete as per drawing and as per specifications. 4 One Nos.
38 38 Providing and laying filter media 600mm thick as directed at the back of abutments, returns and retaining wall as per detailed specifications. 2023 One Square Meter.
39 39 Providing Weep holes in RCC abutment,Return wall and retaining wall with 100 mm dia PVC pipe and non-corrodible grating and geotextile, extending through the full width of the structure with slope of 1V:20H etc. complete as per drawing and technical specification. 2023 One Nos.
40 40 Clean the surface of walls area for treatment by removing dust, dirt and layers of concrete over the surface. etc. by mechanical means. Inspect for construction joints, cracks, honeycombs etc.s. Providing and applying two coats of 100% Acrylic\nbreathable, Anti-carbonation, Waterproof, Heat insulating, decorative external coating Sunext- 8 of approved shade after applying a primer coat of same material. Mix 1 lit of acrylic paint and applying it as a primer and allow it to dry for 4-6 hours. Mix 1 lit of anticarbonation paint with 400 -600 mL of water and apply two coats using brush/roller/spray at 24 hours of interval between each coat. Acrylic paint shall be\nspray/brush/roller applied and shall conform to the following properties. Carbon dioxide diffusion equivalent air layer thickness (DIN EN 1062-6) > 100 m.; Carbon dioxide diffusion resistance coefficient (DIN EN1062-6) >10^5 when tested as per DIN EN 1062-6 from a research institution NBA accredited Grade A and internationally ranked among top 5 research institutions in the world in Annual Survey conducted by Georgia Institute of\nTechnology, ranking of research institutions; Elongation of cured film shall be as per ASTMD 2370/98 > 400%;Chloride Ion Diffusion (ASTM C 1202) = Zero Penetration;\nAdhesion to concrete (ASTM D 4541) > 2 N/mm2; Solar Reflective Index (ASTM E 1980-11, EN 673:2011, EN 410:2011) > 104, when tested from government approved laboratory CEPT or equivalent. The inter-coat gap to be 24 hours. The rate shall include complete treatment mentioned above. 1362.3 One Square Meter.
41 41 Providing Pre-moulded asphalt filler joints between Solid Slab & abutments as per drawings. 48 One Running Meter
42 42 Providing Pre-moulded asphalt filler joints between retaining walls, abutments, as per drawings. 223.6 One Running Meter
43 43 Providing and cast in situ controlled cement concrete of M-25 grade as per relevent code for reinforced cement concrete with 20mm down graded crushed stone aggregates of required size in foundation of retaining walls etc. & Sub-structure including form work shuttering and supporting arrangement (excluding cost of reinforcement ) and transporting concrete from batching plant by transit mixture, placing it in position, Compacting with needle Vibrator including Curing with all labour, material, machinery, all lead, lift etc complete as per drawing and Technical specification. 309 One Cubic Meter
44 44 Providing and casting in-situ Reinforced Cement Concrete M25 grade controlled cement concrete in Retaining wall etc. using 6mm to 20mm machine crushed well graded stone aggregate, sand of approved quality, OPC53 grade cement with contractor's own concrete mix design as approved by PWD, etc. complete. The rate is inclusive of all materials, including necessary mixing in fully automatic batch mix plant, transporting concrete by pontoon or tug boats etc, curing,dewatering, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering carefully, making good the damages,fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor's labour,tools & plants, machineries, as required, with F3 type exposed concrete finish and form mark.Any honeycombing / Undulation found shall be rectified to match F3 class finish. Note:- Rates in items shall include cost of providing grooves, chamfers, moulding, cut-out etc. in formwork. The work will include placing in position of necessary fixtures, sleeves for various purposes, etc. complete as per drawings, specifications and as directed by the Engineer in charge. The rate shall also include preparation of construction joints as per specifications and provide approved wire mesh/weld mesh at such location as approved by the Engineer-in-charge or as shown in drawings 352.8 One Cubic Meter
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