Highways Department Tender
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Highways Department Tender
Bridge Construction
Civil And Construction
Eprocure
Opening Date28 Feb 2024
Closing Date2 May 2024
Tender Amount₹ 35,53,00,000
Costs
EMD
₹ 17,87,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_431796_1Bid Award Id
ViewTender No
TN No.21 2023 24 SDO Dated 20.02.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
3m - 4m
934.28
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-
4m - 5m
786.52
-
-
5m - 6m
519.1
-
-
Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for BOX CULVERT
-
-
-
upto 2m
400
-
-
Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for PILE CAPS UNDER ABUTMENTS AND PIERS
-
-
-
upto 2m
1621.89
-
-
2m - 3m
539.4
-
-
3m - 4m
105.56
-
-
4m - 5m
44.32
-
-
Providing Reinforced cement concrete cast in situ bored piles of 1000 mm diametre in vibrated RCC M 35 (Design Mix) using 20 mm ISS HBG draded metal including cost and conveyance of all materials to site and cement at site, but excluding cost and fabrication of steel including placing of reinforcement in position,concteting including all labour charges for driving of boring,mobilisation of piling equipment and other accessories required for driving the pile ,cost of Pentonite solution and the temporary liners,chiseling and including forming of working platform,cost of test piles both initial and routine test for vertical loads and horizontal loads, forming approaches to thwe working platform,mixing concrete,filling it in position ,compacvting cutting of pile head to cut off level for the casting the pile caps,including diversion of water course if necessary and all other incidential charges etc complete as per relavant standard specification for Piles below Abutment and Piers
816
-
-
Plain Cement Concrete M15 using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per relevant standard specification, for LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALLS AND BELOW PILECAPS OF ABUTMENTS & PIERS RETAINING WALLS.
181
-
-
Plain Cement Concrete M15 using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per relevant standard specification, for LEVELLING COURSE BELOW BOX CULVERT.
40
-
-
Vibrated Reinforced Cement Concret of grade M35 (Design Mix) using 20mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plantsand incidential charges such as bailing out water,maintaining of orotective bunds ,coffer dams ,shoring,shuttering etc complete as peras per relevant standard specification, for PILE CAPS UNDER ABUTMENTS RETURNS & PIERS
1330
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site and also including cost of form work soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for RETAINING WALL (FOOTING)
439
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site and also including cost of form work soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for RETAINING WALL (UPTO GROUND LEVEL)
523
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site and also including cost of form work soft water, 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 RETAINING WALL (ABOVE GROUND LEVEL)
162
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site and also including cost of form work soft water, 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 RETAINING WALL (ABOVE BOX CULVERT)
29
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site and also including cost of form work soft water, 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 BOX CULVERT
490
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site and also including cost of form work soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for SUB STRUCTURE OF ABUTMENTS AND RETURNS (BELOW GROUND LEVEL)
17
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site and also including cost of form work soft water, 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 SUB STRUCTURE OF ABUTMENTS AND RETURNS (ABOVE GROUND LEVEL)
26
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, 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 BED BLOCK CUM DIRT WALL OVER ABUTMENTS
22
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement but excluding cost and fabrication of steel but including soft water, 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 COLUMN PIER 1800 mm dia (Below ground level)
60
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, 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 COLUMN PIER 1800 mm dia (Above ground level)
233
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS HBG grade metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for CAPPING BEAM over piers
753
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for Pedestal
27
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for DECK SLAB.
1717
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working charges, working at heights, soft water and hire charges for Tools and Plants including all other incidental charges, etc. complete as per relevant standard specification for T-Beams and Cross Beams.
1901
-
-
Supplying and fixing of ELASTOMERIC BEARING of size 50 x 35 x 9.6 cm as shown in the drawing including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete.
3594240
-
-
Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridge works - Vth Revision 2013 published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue 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 specifiation including labour equipment and incidental charges for fixing the joints complete in all respects as per specifications.
349
-
-
Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI 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.
166
-
-
Vibrated Reinforced Cement Concrete M40 (Design mix) using 20mm ISS 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 cost of form work, labour charges for mixing transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc complete for CRASH BARRIER
437
-
-
Vibrated Reinforced Cement Concrete M40 (Design mix) using 20mm ISS 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 cost of form work, labour charges for mixing transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc complete for CRASH BARRIER OVER RETAINING WALLS IN BOX CULVERT PORTION.
19
-
-
Vibrated cement concrete M30 (Design mix) using 25mm, 12mm, 6mm ISS HBG metal, including cost and conveyance of all materials to work site including cement at site incluidng all labour charges for mixing concrete, laying hire charges for Tools and plants, compacting, curing with all leads for softwater, 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 AND APPROACH SLAB.
545
-
-
Vibrated cement concrete M15 (Nominal mix1:2:4) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site including all labour charges for mixing concrete, laying hire charges for Tools and Plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB
24
-
-
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG 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 laying curing concrete working at heights soft water, hire charges for Tools and Plants including all other incidental charges, etc., complete for APPROACH SLAB
25
-
-
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and WINGS including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the back fill FOR RETAINING WALL.
180
-
-
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and WINGS including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the back fill in RETAINING WALL OVER BOX CULVERT PORTION.
30
-
-
Providing Filter media behind the abutments and wings for 600mm thickness using filter meterial conforming to clause 309.3.2.B of MOST well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to wrok site including all other incidental charges, etc., complete.
37
-
-
Filling behind Abutments and wings with clean gritty free draining gravel having PHI value more than 35˚ conveyance of gravel to worksite, laying, handing charges and filling in layers tamping under optimum moisture content to get the maximum density including watering, with all leads and lifts for water and all other incidental charges etc,complete.
92
-
-
Supply and Fabrication of Fe-500D Steel required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and Providing to the reinforcement 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.
1069
-
-
Supply and Fabrication of Fe-500D Steel required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and Providing to the reinforcement 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 for BOX CULVERT PORTION
56
-
-
Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at site cost of providing cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including lapping to the required length whenever necessary and providing to the reinforcement, 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
43
-
-
APPROACH ROAD
-
-
-
Providing FILTER MEDIA behind retaining walls for 600mm thickness using filter material confirming to clause 309.3.2.B of MOST well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges etc complete.
139
-
-
Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts including cost of all labour, equipments and all incidental charges back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for BOX CUTTING for Approach road.
1094
-
-
Forming embankments with excavated earth at site including cost and 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 95% 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.
726
-
-
Forming embankments with carted earth with a CBR value of 8.00 including cost and 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
629
-
-
Construction of Granular sub-base Gr-III 100 mm thick by providing close graded Material, 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 power roller to achieve the desired density, complete as per clause 401
339
-
-
Construction of Granular sub-base Gr-V 130 mm thick by providing close graded Material, 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 power roller to achieve the desired density, complete as per clause 401
440
-
-
Providing and laying, spreading and compacting graded stone aggregate to Wet Mix Macadam 250mm thick 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 of which each layer not less than 200 mm thick with pavers in Sub base/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of materia labour charges ,rentals for machinary,fuel and all other incidental charges etc complete as per Clause 406 of MORTH Rev-5
846
-
-
Providing and laying of Prime coat over WMM surface using 7.00 Kg Bitumen Emulsion (SSI) per 10 Sq M for preparatory 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.
3331
-
-
Providing and laying of Tack coat over WMM surface (treated with primer) using 2.50 Kg Bitumen Emulsion (RSI) per 10 Sq M for preparatory 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
3331
-
-
Providing and laying of Tack coat over existing BT surface using 2.00 Kg Bitumen Emulsion (RSI) per 10 Sq M for preparatory 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.
2937
-
-
Providing and laying Dense Bituminous macadam 90 mm thick using 0.40 cum for 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs of VG40 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 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., includinglabour 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 / 9m paver finisher, Vibratory / Pneumatic 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 505 of MORTH rev-5.
328
-
-
Providing and laying Bituminous Concrete 30 mm thick, using 0.13cum of 19-9.50mm, 0.17cum of 9.50-
2.36mm and 0.26cum of 2.36mm & below with 50.30Kgs of VG 40 bitumen for premixing per 10 sqm including cost andconveyance 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 work site spreading the mix to uniform thickness of 50mm with paver to the required density etc including labour for attending to paver at site etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler tipper trucks, paver finisher/9m paver finisher,Vibratory/Pneumatic rollers and all other tools and plants required, including fuel and all other incidental chargesetc complete as per Specification using CMP as per Clause 507 MORTH Rev-5.
189
-
-
SERVICE ROAD TO THE BRIDGE
-
-
-
Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts including cost of all labour, equipments and all incidental charges back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for BOX CUTTING for Service road.
1862
-
-
Construction of Granular sub-base Gr-III by providing close graded Material, 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 power roller to achieve the desired density, complete as per clause 401
276
-
-
Construction of Granular sub-base Gr-V by providing close graded Material, 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 power roller to achieve the desired density, complete as per clause 401
578
-
-
Providing and 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 of which each layer not less than 200 mm thick with pavers in Sub base/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material labour charges, rentals for machinary, fuel and all other incidental charges etc complete as per Clause 406 of MORTH Rev-5
1055
-
-
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.
4218
-
-
Providing and laying of Tack coat over WMM surface (treated with primer) using 2.50 Kg Bitumen Emulsion (RSI) per 10 Sq M for preparatory 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.
4218
-
-
Providing and laying Dense Bituminous Macadam (DBM) 90 mm thick, using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of
2.36mm & below with 53.20Kgs of VG 40 bitumen for premixing per 10 sqm including cost andconveyance 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 work site spreading the mix to uniform thickness of 50mm with paver to the required density etc including labour for attending to paver at site etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler tipper trucks,paver finisher/9m paver finisher,Vibratory/Pneumatic rollers and all other tools and plants required,including fuel and all other incidental chargesetc complete as per Specification using CMP as per Clause 505 MORTH Rev-5.
248
-
-
Providing and laying Dense Bituminous Macadam (DBM)50 mm thick, using 0.24cum of 26.50- 13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of
2.36mm & below with 53.20Kgs of VG 30 bitumen for premixing per 10 sqm 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 work site spreading the mix to uniform thickness of 50mm with paver to the required density etc including labour for attending to paver at site etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler tipper trucks, paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including fuel and all other incidental chargesetc complete as per Specification using CMP as per Clause 505 MORTH Rev-5.
74
-
-
Providing and laying Bituminous Concrete 30 mm thick using 0.13cum of 19-9.50mm, 0.17cum of 9.50- 2.36mm and 0.26cum of 2.36mm & below with 50.30Kgs of VG 40 bitumen for premixing per 10 sqm 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 work site spreading the mix to uniform thickness of 50mm with paver to the required density etc including labour for attending to paver at site etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler tipper trucks,paver finisher/9m paver finisher,Vibratory/Pneumatic rollers and all other tools and plants required, including fuel and all other incidental chargesetc complete as per Specification using CMP as per Clause 507 MORTH Rev-5.
83
-
-
Providing and laying Bituminous Concrete 30 mm thick using 0.13cum of 19-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36mm & below with 50.30Kgs of VG 30 bitumen for premixing per 10 sqm 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 work site spreading the mix to uniform thickness of 50mm with paver to the required density etc including labour for attending to paver at site etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler tipper trucks,paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including fuel and all other incidental chargesetc complete as per Specification using CMP as per Clause 507 MORTH Rev-5.
44
-
-
DECK DRAINAGE ARRANGEMENTS
-
-
-
Providing and fixing 160 mm dia PVC pipes of approved class not less than 4kg/sqcm of 160mm dia connecting the drainage spouts of the deck slab along both the sides of the deckslab connected to the Rainwater harvesting system below for 2 consecutive span with all bends tees clamps and all other accessories and fixtures complete including tools and
plants ,transportation etc.,
1476
-
-
Earth work Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Rain water
Harvesting Well.
-
-
-
UPTO 2M
29.39
-
-
2M TO 3M
14.69
-
-
Filling with river sand including cost and conveyance of all materials and stacking at site to departmental guage for premeasurements, labour charges for laying, handling and filling in layers not more than 15 cm thick including watering with all leads for good soft water and all other incidental charges, tamping, compacting under optimum moisture content to get the maximum density for Rain
water harvesting well.
14.69
-
-
Filling with 6mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for
filling complete as directed by the Engineer .
7.35
-
-
Filling with 12mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for
filling complete as directed by the Engineer .
7.35
-
-
Filling with 20mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for
filling complete as directed by the Engineer .
7.35
-
-
Filling with 40mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for
filling complete as directed by the Engineer .
7.35
-
-
Providing and laying of ISI Class NP 3 pipe of best quality of 1200mm dia. in the rain water harvesting system with all required specials including cost and conveyance of pipes and specials , labour charges for in position and all other incidental charges etc.,
complete for pipes as directed by the Engineer
39
-
-
Providing and fixing RCC cover slab over rainwater harvesting pit including cost and conveyence of all materials and labour charges etc.,
complete as directed by the Engineer
13
-
-
SIDE DRAIN CUM FOOTPATH
-
-
-
Dismantling, clearing away etc.. complete
Dismantling Existing RCC drain.
34
-
-
Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts including cost of all labour, equipments and all incidental charges back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for BOX CUTTING for footpathcum drain
250
-
-
Filling under the side drain with river sand including cost and conveyance of sand to work site laying handling charges and filling in layer , tamping under optimum moisture contant to get the maximum density including watering with all leads for water and all other incidential charges for filling under the levelling course of side drain.
11
-
-
Plain cement concrete M15(Nominal mix 1:3:6) using 40mmISS graded HBG metal including cost conveyance of all materials to site including cost and labour charges for form work and centering,labour charges for compacting, curing, including all incidental charges etc complete as per standard specification FOR LEVELLING course below foundation
11
-
-
Vibrated Reinforced Cement Concrete M-25 (Design Mix) using 20mm ISS HBG 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, soft water working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for footpathcum drain .
-
-
-
a) Base Slab
22.54
-
-
b) Side Wall
34.5
-
-
c) Cover Slab
19.6
-
-
Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including over lapping 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 for Fe-500 grade steel for, reinforcement in drain base slab ,body walls and cover slab etc.,
5.22
-
-
Supplying and fixing in position of SFRC manhole (heavy duty) of size 2 feet internal dia and all other incidental charges etc. complete as per Standard Specification .
10
-
-
Supply and fixing of steel gratings of 300mm x 150 mm for drainage hole in the body wall of drain provided for every 5metres including cutting and fixing position during concreting as per direction of departmental officers
10
-
-
DISPOSAL OF SURPLUS EARTH
-
-
-
Conveyance of excavated earth with a lead of 10km by tipper carries since hanenly along with the process of earthwork excavation for foundation of ROB and Retaining wall, for the disposal of surplus earth at the place specified by the engineer and in the specified lines by the departmental officers and stacking the same at specified locations for premeasurements for making payment and including all incidental charges etc., complete.
8755
-
-
ROAD FURNITURE
-
-
-
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness 2.5mm 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 MORTH & H specification.
716
-
-
Providing and fixing reflective road studs of category A raised pavement markers made out of polycarbonate/methly methecrylate/ABS moulded body and reflective panels (bi-convex reflectors) with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No 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 90 mm and base of marker shall be flat within 1.3 mm. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280. Lenses shall be moulded of polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro-reflectory surface shall not be lesss than 13.0 sq.cm. The slope of retro- reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH circular and two cylindrical Polymer shanks of not less than 20 mm
diameter and not less than 30 mm length shall be
1120
-
-
Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs made of High Intensity Prismatic Grade Sheeting conforming to IRC 67-2012 and ASTM D 4956-09, type IV Specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below Ground level etc complete including 7 year warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67:2012 Specification (As per MORT & H specification No.801) (with definition board)
-
-
-
90cm equilateral triangle
6
-
-
60X45cm Rectangular board
36
-
-
60cm circular board
6
-
-
Supply and fixing of delineators with the reflector made of Matacryl resin, valuable reflection area 92 mm X 19 mm, reflection flame ABS, stay made up of specialised Extruded aluminium alloy length 320 mm and width 108 mm, Anchor bolt Anodized anchor bolt T-840, lens colour yellow, total length of ABS stay/holder width 56 mm and length 81 mm x 5 nos, No.of lenses 5 and the 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 pipelines with necessary hardware/ frames. Each panel shall confirm to the retro reflectance and chromaticity limits specified in the details technical specification and as directed by the engineer.
10
-
-
Providing and erecting direction and place identification retro reflectorised sign as per IRC:67- 2010 made of High intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5mm thick fixed on back supporting frame and supported on a mild steel single angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing etc., complete (As per MORT&H specification No.801) (for area Upto 0.9 sqm).
5.67
-
-
Providing and fixing in correct position over the top of crash barrier on road in both side Median marker of retro reflectorised cautionary sign of good quality reflected on two sides as per IRC 67- 2001 made of high intensity grade etc., complete as per standard MORT&H specifications No.801 as instructed by the departmental officers etc., complete
108
-
-
Providing and fixing of retro reflectorised cautionary sign as per IRC 76-2001 mase of High intensity grade sheeting vide clause 801.3 fixed over Aluminium sheeting post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60cm below ground level etc., complete (as per MORT&H Specification No.801) Hazard Marker (without definition board)
16
-
-
SAFTEY KERB
-
-
-
Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS20B including cost of all labour, equipments and all incidental charges back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Safety Kerb.
110
-
-
Vibrated Cement Concrete M-20 Grade, Nominal Mix, 1:2:4 using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and 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 as per standard specification for Safety Kerb.
242
-
-
Filling between Satety Kerbs with Carted Earth with lead of 1Km to work site, laying , handling charges and filing in layers tamping under optimum moisture to get the maximum density including watering, with all leads and lifts fro water and other incidental charges etc in complete.
672
-
-
PAINTING
-
-
-
Painting two coat with ready mixed plastic emulsion paint and approved including priming coat over the cement surface complete including scrapping clean removal of dirt of parts and including cost and conveyance of all materials to site , labour charges etc. complete as per standard specifications
24197
-
-
BOX CULVERT IN SERVICE ROAD
-
-
-
Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for BOX CULVERT.
-
-
-
Up to 2.00M
306
-
-
2.00M to 3.00M
135
-
-
Plain cement concrete M15 (Nominal mix) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site including all labour charges for mixing concrete, laying hire charges for Tools and Plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, for LEVELLING COURSE BELOW BOX CULVERT.
23
-
-
Vibrated reinforced cement concrete of grade M25 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and also including cost of form work, soft water labour charges for mixing, transporting, laying and curing concrete, working at heights and hire charges for Tools and Plants, including all other incidental charges, etc., complete for BOX CULVERT.
141
-
-
Vibrated Reinforced Cement Concrete M40 (Design mix) using 20mm ISS HBG 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 cost of form work, labour charges for mixing transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges,etc., complete for CRASH BARRIER OVER BOX CULVERT.
2
-
-
Supply and Fabrication of Fe-500D Steel required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and Providing to the reinforcement 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 for BOX CULVERT PORTION AND CRASH BARRIER.
12
-
-
MS LINER
-
-
-
Providing and driving in position MS liners including cost and conveyance to the site and fabrication charges and tools and plants and driving MS 6mm thick liner to be left permanently with the pile shaft as per the requirement and the specification and placing them in position with all leads and lifts using 6mm MS sheet etc., complete
30
-
-
PIER PROTECTION
-
-
-
Plain Cement Concrete M15 (1:2:4) using 20 mm ISS HBG metal including cost and conveyance of all materials to site including cost of formwork, mixing labour charges for laying, compacting curing and all other incidental charges etc., complete for foundation concrete.
8
-
-
Vibrated Cement Concrete M20 (nominal Mix 1:1.5:3) including cost and conveyance of all materials including charges for bailing out water and labour charges for mixing charges and curing with leads for soft water including all other incidental charges etc., complete.
60
-
-
Filling between protection wall with Cut Earth with lead of 1Km to work site, laying , handling charges and filing in layers tamping under optimum moisture to get the maximum density including watering, with all leads and lifts for water and other incidental charges etc in complete.
57
-
-
DISMANTLING THE EXISTING STRUCTURES
-
-
-
Dismantling of RCC by Manual / by using deploying machineries (Code W-0035)
Survey No.1981/2 - Ground floor -37.62 cu.m
Survey No.1982/1 - Ground floor - 58.45 cu.m & RCC water tank - 163.8 cu.m
Survey No.1985/2 - Ground floor - 47.46 cu.m
Survey No.1986/1 - Ground floor - 45.30 cu.m
Survey No.1986/2B - Ground floor- 18.24 cu.m
Survey No.2108/4 - Ground floor- 2.93 cu.m
Survey No.2108/4A1 - Ground floor- 2.10 cu.m Survey No. 2097/1B1 - Ground floor, First floor & Second floor - 7.52 cu.m
Survey No.2115/2A1A - Ground floor-4.69 cu.m
Survey No. 2116/2A - Ground floor-3.597 cu.m
391.7
-
-
Dismantlin of Brick / Stone Masonry in cement mortar walls under 3m high (Code W-0015)
Survey No.1981/2 - Wall - 80.86 cu.m
Survey No.1982/1 - Compund wall with pillars - Inner portion & Compound wall - Adjacent to the entrance gate of ticket counter 2 - 14.8534 cu.m
Survey No.1984 - Compund wall - 18.8163cu.m
Survey No.1985/2 - Wall - 31.8 cu.m
Survey No.1986/1- Wall - 55.48 cu.m
Survey No.1986/2B- Wall - 43.47 cu.m
Compound wall - Outer portion - 9.936 cu.m
Survey No.2108/1- Compound wall - 6.325 cu.m
Survey No.2107- Compound wall - 6.325 cu.m
Survey No.2108/3- Compound wall - 8.66824 cu.m
Survey No.2108/4- wall - 82.61 cu.m
Survey No.2113/4A1 - wall - 24.21 cu.m
Survey No.2097/1B1 - Wall - 21.80 cu.m & Compound wall - 1.886 cu.m
Survey No.2115/1A - Compound wall - 16.10 cu.m
Survey No.2115/2A1A - wall - 7.72 cu.m
Survey No.2116/2A - wall - 12.7 cu.m & Compound wall - 27.01488 cu.m
Survey No2097/1A- Compound wall - 3.1395 cu.m
473.52
-
-
Dismantling of Plain Cement concrete (Code W-0034)
Survey No.1981/2 - Ground floor-PCC - 23.95 cu.m
Survey No.11982/1 - Ground floor-PCC - 15.631 cu.m
Survey No.2108/4 - Adjacent to toilet - 14.60 cu.m
54.18
-
-
Dismantling of AC sheet Roofing without roof timbers (Code W-0025)
Survey No.2097/1B1 - Ground floor - 6.80 sqm
6.8
-
-
Dismantling of Corrugated Iron Sheet Roofing over pan Tiles without roof timbers (Code W-0026)
Survey No.2108/4 - Ground floor - 76.36 sqm
Survey No.2113/4A1 - Ground floor - 44.72 sqm
Survey No.2116/2A - Ground floor - 2.93 sqm
124.01
-
-
Dismantling of Floor finish & Dadooing walls in cement mortar with Mosaic Tiles / Glased Tiles / Clay Tiles/ Cyddapah slabs (Code W-0042) Survey No.1981/2 - Tile - 188.09 sqm
188.09
-
-
Dismantling of Terracing work in roof or floor (Code W-0017) Survey No.1982/1 - False ceiling using plywood - 43.44 sqm
43.44
-
-
Dismantling of Brick / Stone Masonry in cemnet mortar walls under 3m high & Brick / Stone Masonry in cement mortar walls, add for every additional 3m or part there of over the initial height of 3m (Code W-0015, W-0016) Survey No.1982/1-Wall -176.93 cu.m & Compound wall - Outer portion -6.601 cu.m
183.53
-
-
Dismantling of Doors and Windows including removal of frames, highes and fastenings (Code W-0029) Survey No.1982/1 -Iron gates (1.2m height & 3m width) - 9.225 sqm
Survey No.1985/2 -Iron gates with ornamental grill - 3.63 sqm & Rolling shuters - 7 sqm
Survey No.1986/1 - Rolling shuters - 8.04 sqm
Survey No.2097/1B1-Rolling shuters -5.10 sqm
Survey No.2115/2A1A-Rolling shuters -5.10 sqm
Survey No.1986/2B -Rolling shuters -6.31 sqm
44.39
-
-
Sub Total Amount for above all items
-
-
-
GST 18% for the above SubTotal Amount
1
-
-
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