Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Mar 2023
Closing Date11 Apr 2023
Tender AmountRefer Documents
Costs
EMD
₹ 3,52,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HWAY_297163_1Bid Award Id
ViewTender No
TN No.13 2022-23 JDO Dt.20.03.23Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm ISS HBG grated metal Bored- cast- insitu piles of 1200mm diameter, as per cl.709.1.9 of IRC:78-2014, including cost and
conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same of from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200m including forming of working platform over the river bed for accomadation piling equipment forming approaches to the working platform, mixing concrete, filing it position by tremie pipe, cutting of pile head cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc. complete as per standard specifications forming and maintaining protective bunds and all other incidental charges etc.,complete for PILES BELOW ABUTMENT AND PIERS as per section 1100&1700 of MORT&H.
307
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Viberated Cement Concrete of grade M-15,(Nominal mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW FOOTING UNDER ABUTMENTS, WINGS AND PIERS as per section of 1100 of MORT&H specification (Rev-V).
16
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Vibrated reinforced cement concrete M35 grade Design Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for PILE CAPS UNDER ABUTMENTS, RETURN WALLS AND PIERS as per 1100,1500&1700 of MORT&H specification (Rev-V)..
307
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Vibrated reinforced cement concrete M35 grade Design Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for ABUTMENT and RETURN WALLS.
126
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Vibrated reinforced cement concrete M-35 Grade, Design Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BED BLOCK CUM DIRT WALL OVER ABUTMENTS.
17
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Vibrated reinforced cement concrete M-35 Grade, Design Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications, for CIRCULAR PIERS.
24
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Vibrated reinforced cement concrete M35 (Design mix) using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for CAPPING BEAM.
62
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Vibrated reinforced cement concrete M-35 Grade, Design Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for PEDESTAL OVER ABUTMENTS AND PIERS.
3
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Supply and fixing of Elastomeric bearing of size 500x320x80mm including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard specifications.
409600
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Vibrated reinforced cement concrete M-35, Grade, Design Mix using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,including inspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., complete for DECK SLAB.
196
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Vibrated reinforced cement concrete M-30, Grade, Design Mix using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges as per relevant specification for FOOT PATH AND KERB.
97
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Vibrated reinforced cement concrete M-35, Grade, Design Mix using 20mm, 12mm, 6mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges etc., complete as per relevant standard specification for T-BEAM MAIN GIRDERS AND CROSS GIRDERS.
183
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Vibrated Cement Concrete M-30, Grade, Design Mix, using 20mm metal as max. size of coarse aggregate, including cost of cement at site, including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT OVER DECK SLAB as per section 2702.2 of MORT&H -Rev V.
577
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Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for RCC HAND RAILS AND POSTS as per section 2703-3 of MORT&H Specifications (V Revision)
140
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Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for RCC CRASH BARRIER ON INNER EDGE OF FOOT PATH as per section 811,1700 & 2703.3 of MORT&H Specifications (V Revision)
37
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Providing and fixing of Galvinised Iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of galvanised iron pipes and flats and fixing them in position, etc., complete.as per section 2705 of MORT&H Specifications (V Revision).
32
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Vibrated Cement Concrete M15, Grade, Nominal Mix, 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB AND FOOTPATH RAMP as per section 1500,1700& 2704 of MORT&H Specification Rev-V
22
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Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using 20mm ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for APPROACH SLABS as per section 1500,1700& 2704 of MORT&H Specification Rev-V
19
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Vibrated Cement Concrete M-15, Grade, Nominal Mix 1:2:4 , using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPET as per section 1500&1700 of MORT&H Specification Rev-V
8
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Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works MORT&H -IV Revision; 2001 in 40mm wide expansion gap provided in between decks oevr piers and in between deck dirt wall over abutment with faitgue tested structural steel section at the nosing and anchorage assembly including cost and conveyance of all materials.,cost of testing as per the MORT&H specifications, including labour, equipment and incidental charge for fixing the the joint complete in all respectsas per specifications as per section 2600 of MORT&H Specification Rev-V
60
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Providing and fixing class I PVC seepage pipes of 100 mm dia of requied lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE ABUTMENTS AND WINGS as per section 2706 of MORT&H Specification Rev-V.
95
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Providing filter media behind the abutments and wings for 600mm thickness using filter materials conforming to clause 309.3.28 of MORT&H Rev-5 well packed with smaller size towards the soil and
bigger size towards the wall including cost and cnveyance to work site including all other incidental charges etc., complete as per Cl.710.1.4 & Appendix - 6 of IRC 78- 2014.
92
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Filling behind Abutment and returns with clean gritty free draining including cost and draining gravel having PHI value more than 35 conveyance of gravel to work site,laying, handling charges and filling in layers tamping under optimum moisture content to bet the minimum density, including watering with all leads and lifts for water and all other incidental charges etc., complete as per Cl.710.1.4 & Appendix - 6 of IRC :78-2014
191
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Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete,Fe-500 grade as per section 1600 of MORT&H Specifications (V Revision). Upto 16mm dia = 71 tonne Above 16mm dia = 79 tonne
150
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Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings,including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, Fe-240 grade section 1600 of MORT&H Specifications (V Revision).
1
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Supply and fixing of High Quality of PVC pipes of 150mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.
462
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Filling with Gravel having CBR not less than 10 for forming embankment including conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density upto sub grade level and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc., complete
-
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95% Compaction Approach Road = 7830 cum Diversion Road = 968 cum
8798
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97% COMPACTION Approach Road = 2251 cum
2251
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Providing and laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900. Approach Road = 380 cum Diversion Road = 13.125 cum
393.13
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Provding and laying Wet Mix Macadam 250mm consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, including premixing the Material with water at OMC in mechanical mix plant carriage of mixedMaterial by tipper to site, laying in uniform layers withpaver on well prepared surface and compacting withvibratory roller to achieve the desired density,etc.,complete as directed by the Engineer. as per MORTH No.111, 112, 406, 900. Approach Road = 633 cum Diversion Road = 17.50 cum
650.5
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Providing and laying of Prime coat over WMM surface using 7.00 Kg Bitumen Emulsion (SSI) per 10 Sq M for preparatory to to another bituminous construction over it including cost of material, labour charges,rentals for machinary,fuel and all other incidental charges etc complete as per Clause 502 of MORTH Rev-5. Approach Road = 2529 sqm Diversion Road = 88 sqm
2617
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Providing and laying of Tack coat over WMM surface using 2.50 Kg Bitumen Emulsion (RSI) per 10 Sq M for preparatory to to another bituminous construction over it including cost of material, labour charges,rentals for machinary,fuel and all other incidental charges etc complete as per Clause 503 of MORTH Rev-5 Approach Road = 2529 sqm Diversion Road = 88 sqm
2617
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Providing and laying of Tack coat over Existing BT surface (treated with primer) using 2.00 Kg Bitumen Emulsion (RSI) per 10 Sq M for preparatory to to another bituminous construction over it including cost of material ,labour charges,rentals for machinary,fuel and all other incidental charges etc complete as per Clause 503 of MORTH Rev-5
110
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Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
127
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Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
78
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Provding and laying Compacting open grade Premix carpet 20 mm thick with a liquid seal coat which shall consist of open graded carpet of 20 mm thickness in a single course composed of suitable small size aggregates premixed with 60/70 Grade of Bituminous binder with application of liquid seal coat for sealing the voids in a bituminous surface conforming to the specifications.
88
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Supply of NP 3 class RCC 900 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert.
63
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Dismantling the the existing Random Rubble Masonry in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
10
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Dismantling the existing Plain Cement Concrete in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
118.8
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Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF TOE WALL REVETMENT.
940
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Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4 using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for TOE WALLS.
310
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Gravel backing to revetment for 150mm thick, including cost and conveyance of gravel to worksite,laying, and filling in layers, of 150mm thick, tamping, including watering with all leads for water and all other incidental charges etc, complete.
268
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Manufacturing and fixing cement concrete blocks of size 250 x 250x 300 mm in CC 1:2:4, nominal mix (M15) using 20mm ISS size HBG metal including cost and conveyance of all materials to worksite and cement site including conveyance and handling charges for the same at both ends, including all other incidental charges, etc, complete for REVETMENTS.-1Sqm
1781
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Providing and fixing of Retro Reflectorised Cautionary boards, mandatory and informatory signs (with or without definition board) made out of HIgh intensity Prismatic Grade sheeting confirming to IRC 67-2010 and ASTM D 4956 - 09, Type IV Specification and fixed over 1.50 mm thick aluminium sheet fixed angle and supported on a mild steel angle iron post 75 mm X 75 mm X 6mm firmly fixed to the ground by; means of properly designed foundation with M 15 grade cement concrete 45 X 45X 60 cm, 60 cm below G.L etc complete including 7 year warranty for the Retro Ref;ectove Sheeting as per clause 6.9 of IRC 67: 2010 Specification. (as per MorT & H specification No. 801) (Item No. 1 of minutes of the meeting of BOE on 24.09.2021) (A) Retro - Reflectorised Traffic signs (with out definition board)
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i) 90 cm Equilateral triangle
4
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ii) 60 cm Circular
2
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iii) 80 cm x 60 cm rectangle
2
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Providing and erecting direction and place identification retro reflectorised sign as per IRC 67-2010 made of Hgh intensity Grade vide Clause 801.3 fixed over Aluminium sheeting, 1.50 fixed on back supporting frame and supported on a mild steel single angle iron post 75 mm X 75 mm X 6 mm 2 Nos. firnmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 X 45 60 cm below ground level as per approved drawing. (Item No. 4 of minutes of the meeting of BOE on 24.09.2021) (Item No. 3 of minutes of the meeting of BOE on 24.09.2021) (A) Sign board made of Retro Reflective Type IV sheeting, ASTM D 4956 Specification.
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a)upto 0.9 Sqm ( 0.9X0.9)
1.62
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b) more than 0.9 Sqm (1.2 X 0.9)
2.16
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorisng 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 levelled, uniform and free from streaks and holes etc. complete as per Specification. (Item No. 6 of minutes of the meeting of BOE on 24.09.2021)
99
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Providing and erecting single sided double metal beam crash barrier system 1.80m high comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having zinc mass of 550gms/ sqm, minimum 95mm above road/ ground level fixed on ISMC series channel vertical post 150X75X5mm spaced 2m center to center 312mmX 83MM flange width X3mm thick 4318mm long post directly embedded in the concrete (M15) pit size 350X350X800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized comforming to IS:1367 clause 4.60 all complete as per technical specification and as directed by the Engineer In charge. For Metal Beam Crash Barrier Type -A "W" Double Guard.
212
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Providing and fixing reflective road studs of "category A" raised pavement markers made out of poly carbonae/ABS moulded body and reflective panels(bi-covex reflectors)with micro prismatic lens capable of providing total internal reflection of the lifht entering the lens face with retro - reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also fonfirm to the MORTH circular NI. RW/NH. 33023/10/97-DO.III dt 11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90mm and base of markder shall be flat within 1.3 mm. The marker shall support a load of 13635 Kg tested in accordance with ASTM D 4280. Lenses shall be moulded of Poly carbonate or methyl methecrylate fonforming to ASTM D788. The area of each retro - refloctory surface shall not be less than 13.0 sq. cm.. The slope or retro - refloctory surface shall be 35 + 5 degree to base. Each 4reflector shall have a CIL not less than values specified in table 2 of said MORTH & H circular and two cylindrical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage.(Item No.7 of minutes of the meeting of BOE on 24.09.2021)
61
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Supplying and fixing of delineators with following specification: 1.The Reflector made of Mataeryl resin. 2.valuable reflection are is 92 mm x 19 mm 3.Reflecton Flame - ABS 4.stay made up of specialized Extruded aluminum alloy length 5.Anchor Belt anodized anchor belt T 840 6. Lens color Yellow 7. Total Length of ABS Stay/Holder, width : 53 mm, Length 81 mm x 5 Nos. 8. No. of Lenses : 5 9. Distance Between Lenses : 56 mm Each panel shall be designed to attach - adhere to and shall be compatible with concrete safety barriers/ guard rails/ existing structures and pipe lines with necessary hardware/ frames. each panel star conforming to the retro reflectance an chromaticity limit specified in the details technical specification and as directed by the Engineer. (Item No. 8 of minutes of the meeting of BOE on 24.09.2021)
20
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Providing and fixing of retro reflectoroised cautionary Star Sign made by High intensity Prismatic Reflective grade sheeting sticker over OR sheet 0.20mm/32G thickness with black enamal paint firmly fixed on the trees with 11/2 x 14 G wire nails. (Item No. 12 of minutes of the meeting of BOE on 24.09.2021)
18
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Painting Two coats with approved cement paint over the priming coat of cement plastered surface and including cleaning, preparing the surface and curing etc., complete
3037
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Calculation of SubTotal, GST and Total carried out by system automatically
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Sub Total Amount for above all items
1
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GST 18% for the above SubTotal Amount
1
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Total in Figures (SubTotal + GST)
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Evaluation Notes How It Works ?
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