Highways Department Tender
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Highways Department Tender
Bridge Construction
Civil And Construction
Eprocure
Opening Date8 Mar 2024
Closing Date30 Apr 2024
Tender Amount₹ 16,79,00,000
Costs
EMD
₹ 8,49,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_444230_1Bid Award Id
ViewTender No
TN No.23 2023 2024 SDO Dated 05.03.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
3m - 4m
Main estimate - 59 Cum
59
-
-
4m - 5m
Main estimate - 46 Cum
46
-
-
Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs,stumps and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materials etc., complete as per section 300 of MoRT&H specification (V Revision) for FOUNDATION OF ABUTMENTS & PIERS
-
-
-
upto 2m Main estimate - 449 Cum
449
-
-
2m - 3m Main estimate - 45 Cum
45
-
-
3m - 4m
Main estimate - 16 Cum
16
-
-
Vibrated plain cement concrete of grade M10 (Nominal mix 1:3:6) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification,as per section 1100 of MoRT&H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION OF ABUTMENTS & PIERS
29
-
-
Vibrated plain cement concrete of grade M35 (Design mix ) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification,as per section 1100 of MoRT&H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION OF ABUTMENTS & PIERS
28
-
-
Vibrated Reinforced Cement Concrete of grade M35 (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 formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete, as per section 1100, 1500 & 1700 of MORT&H specification (V Revision) for FOOTING UNDER ABUTMENTS & RETURNS
169
-
-
Vibrated reinforced cement concrete M35(Design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site but excluding cost of steeland also including cost of formwork, 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 Section 1100, 1500 &1700 of MORT&H specification ( V Revision) for FOOTING UNDER PIERS
441
-
-
Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm 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 atheights, hire charges for tools and plants including all other incidental charges , etc. ,complete as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision) for ABUTMENT AND RETURN WALLS SUBSTRUCTURE (BELOW GROUND LEVEL)
32
-
-
Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm 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 atheights, hire charges for tools and plants including all other incidental charges , etc. ,complete as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision) for ABUTMENT AND RETURN WALLS SUBSTRUCTURE (ABOVE GROUND LEVEL)
84
-
-
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 of 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. completeSection 1100, 1500 &1700 & 2200 of MORT&H specification ( V Revision) for PIERS (BELOW GROUND LEVEL)
44
-
-
Vibrated reinforced Cement Concrete of grade M35 (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, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision) for PIERS - 1800mm dia. (ABOVE GROUND LEVEL)
101
-
-
Vibrated reinforced cement concrete M35(Design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site but excluding cost of steel and also including cost of formwork, 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 Section 1100, 1500 &1700 & 2200 of MORT&H specification ( V Revision) BED BLOCK CUM DIRT WALL OVER ABUTMENTS
13
-
-
Vibrated reinforced CementConcrete of grade M35 (Design mix) using 20 mm 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 formwork 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 section 1500, 1700 & 2200 of MoRT&H specification (V Revision) for CAPPING BEAM OVER PIERS
175
-
-
Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS graded metal, including cost and conveyance of all materials to site, formwork 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 PEDESTALS OVER PIERS AND ABUTMENTS as per section 1500, 1700 & 2200 of MORT&H specification (VRevision)
8
-
-
Supply and fixing of Elastomeric bearing of size 400 x 300 x 80 mm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 of MoRT&H specification (V Revision)
691200
-
-
Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20 mm 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, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for T- BEAMS and CROSS BEAMS as per section 1500,1700 & 2300 of MoRT&H specification (V Revision)
78
-
-
Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20 mm 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, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for T- BEAMS and CROSS BEAMS as per section 1500,1700 & 2300 of MoRT&H specification (V Revision)
386
-
-
Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20 mm 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 formwork, 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 sec 1500,1700 & 2300 of MoRT&H
specification (V Revision) for DECK SLAB
508
-
-
Vibrated reinforced Cement Concrete of grade 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, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete as per sec 811, 1700 & 2703.3 of MORT&H specification (V Revision) for CRASH BARRIER
253
-
-
Providing and fixing of G.I. Drainage spouts 100mm dia asper 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 as per cl 2705 of MoRT&H specification (VRevision)
96
-
-
Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridge Works 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 andconveyance of all materials,cost of testing as per the MORT&(H)specifications, including labour ,equipment and incidental charges for fixing the joints complete in all respects, as per specifications as per section 2600 of MoRT&H specification (VRevision)
126.2
-
-
Vibrated Plain Cement Concrete of grade M15 (Nominal mix 1:2:4) 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, as per cl 1500, 1700 & 2704 of MoRT&H specification (V Revision) for BASE COURSE BELOW APPROACH
SLAB
-
-
-
Main estimate - 8 Cum
8
-
-
Vibrated reinforced cement concrete of grade M30 (Design mix) using 20 mm 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 including cost of form work,labour charges mixing,transporting,laying,curing concrete, working at heights,hire charges for tools and plants including all other incidental charges etc., complete as per cl 1500, 1700 & 2704 of MoRT&H specification (V Revision) for
APPROACH SLAB.
20
-
-
Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to Section 2702.2 of MORT&(H) 2013, using ISS HBG graded metal, including cost and conveyance of all materials to work site including cement at site,including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for potable water, including all other incidental charges formwork, etc, complete for as per cl 2702.2 of MoRT&H specification (V Revision) for WEARING COAT OVER DECK SLAB AND APPROACH SLAB
1985
-
-
Providing weep holes with Class 1 PVC pipes of 100 mm dia of required lengths for abutments and wing walls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill as per cl 2700 of MoRT&H specification (V Revision)
80
-
-
Providing FILTER MEDIA behind Abutment and wing walls for 600mm thickness using filter material 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 worksite includingall other incidental charges, etc complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014
-
-
-
Main estimate - 79 RM
79
-
-
Filling behind Abutments and wings as per Appendix 6 of IRC: 78-2014 with filling material having Ø value more than 35° free from cohesion, including cost and conveyance to worksite, laying, handling 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 as per cl 710.1.4 & Appendix 6 of IRC 78- 2014
143
-
-
Supply and fabrication of Fe-500D (HSD) 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 laping 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 as per cl 2706 of MoRT&H specification (V Revision)
-
-
-
Main estimate - 278MT Friction slab cum Crash barrier on RE wall - 76.00MT Load Bearing Drain - 52.00MT Box Culvert - 5 MT
411
-
-
Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at site cost of providing and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including lapping 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 incidentalcharges etc complete, as per cl 2706 of MoRT&H specification (V Revision)
13
-
-
Construction of Reinforced Earth Wall, Facia Works (left & right) including Earth work excavation for entire approach, necessary ground improvement, Casting of precast facia elements of 180 mm thick in RCC M35 grade concrete as per specifications given including positive connections , joints, fittings, soil reinforcing elements , geostrips, erection of facia and laying of soil reinforcing element, along with necessary insitu concrete works for foundation pad as well as coping and providing Half perforated drain pipes wrapped with Geotextiles and including filter media and filling materials for the entire approaches using quarry fines with material whose effective angle of friction not less than 30 degree behind the wall as needed for necessary drainage arrangement with outlets including transporting from casting yard to site, design and proof checking, Supervision charges and other incidental charges complete as specified /manufacturer's requirement and as per the MORT&H - V revision Specifications 3100, BS 8006 (Latest Version) and the system supplier shall provide performance bond and same shall be valid for atleast 20 years as per MORT&H - V revision Specifications 3108.
1743
-
-
Plain Cement concrete M15 Grade using 20mm ISS size hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for kerb for RE wall as per the MORT&H - V revision Specifications Clause 1000 & 2100 for levelling Course below Friction slab.
228
-
-
Vibrated Reinforced Cement Concrete M 40 grade design mix using ISS HBG metal including cost and conveyance of all materials to site and cement but excluding cost and conveyance and fabrication of steel including labour charges for mixing, laying, transporting and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Friction Slab as per relevant MORT&H - V revision specification Clauses 1000,1500,1700 & 2300
680
-
-
Earth work excavation in all classes of soil depositing on bank with initial leads and lift as per SS20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materialsetc., complete as per relevent standard specification, for FOUNDATION OF RETAINING WALLS
146
-
-
Plain Cement concrete M15 (Mix 1:2:4) using 40mm ISS metal including cost and conveyance of allmaterials to site and cost of cement at site including softwater, 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
14
-
-
Vibrated Cement Concrete of grade M 20 using 20mm ISS graded metal including cost and conveyances of all materials to site and also including cost of formwork, softwater, labour charges for Mixing transporting laying anf curing concrete, working at depth and hier charges forTools and plants including all other incidental charges, etc complete, for RETAINING WALL FOOTING
40
-
-
Vibrated Cement Concrete of grade M 20 using 20mm ISS ISS graded metal including cost and conveyances of all materials to site and also including cost of formwork, softwater, labour charges for Mixing transporting laying anf curing concrete, working at depth and hier charges forTools and plants including all other incidental charges, etc complete, for RETAINING WALL (BELOW GROUND LEVEL)
38
-
-
Vibrated Cement Concrete of grade M 20 using 20mm ISS graded metal including cost and conveyances of all materials to site and also including cost of formwork, softwater, 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 RETAINING WALL (ABOVE GROUND LEVEL)
39
-
-
Providing weep holes with Class 1 PVC pipes of 100 mm dia of required lengths for abutments and wing walls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill as per cl 2700 of MoRT&H specification (V Revision)
32
-
-
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
-
-
-
Approach Road - 1094.00 Cum
Service Road - 284.00 Cum
1378
-
-
Forming embankment using carted earthing with 5 Km Lead including cost and convenience of work site laying, handling charges and filling in layers, tampering under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per relevent specification in accordance with IS 2700 part VII for 95% compaction
-
-
-
Service Road - 774 Cum
774
-
-
Service Road - 395 Cum
395
-
-
Forming embankment using carted earthing with 1 Km Lead including cost and convenience of work site laying, handling charges and filling in layers, tampering under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per relevent specification in accordance with IS 2700 part VII for 97% compaction
-
-
-
Service Road - 797 Cum
797
-
-
Construction of Granular sub Base by providing coarse graded materials of grading V 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 compactin with Vibratory power roller to achieve the desired density, complete as per Clause 401.
-
-
-
RE wall portion - 412Cum Approach Road - 525Cum
Service Road - 355 Cum
1292
-
-
Providing and laying Spreading and compacting graded stone aggregates to Wet Mix Macadam of 250mm thickness specificaation including premixing the materials with water at OMC in mechnanical mix Plant carriage of mixed material by tipper to site laying in uniforrm layers with pavers in sub base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MOTRTH Rev-5
-
-
-
RE wall portion - 572Cum Approach Road -570Cum
Service Road - 591Cum
1733
-
-
Providing and laying prime coat over WMM Surface using 7 KG of Emulsion Bitumen ( SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., Complete as per clause 502 of MORTH Rev-5
-
-
-
RE wall portion - 2287Sqm Approach Road - 2279 sqm
Service Road - 2362 sqm
6928
-
-
Providing and laying Tack coat over WMM surface ( treed with primer) usining 2.50 Kg of Bitumen Emulsion (Rs1) per 10 Sqm 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
-
-
-
RE wall portion - 2287 Sqm Approach Road -2279 sqm
Service Road - 2362 sqm
6928
-
-
Providing and laying Tack coat over Existing BT surface ( treed with primer) usining 2.0 Kg of Bitumen Emulsion (Rs1) per 10 Sqm 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
-
-
-
Approach Road -357.50 sqm
Service Road - 5305 sqm
5662.5
-
-
Providing and laying 50 mm consolidated thick Dence Bituminous Macadam (DBM) using 0.20 cum of 26.5-13.2mm metal 0.43cum of 13.20mm-2.36mm and 0.08cum of 2.36mm and below size IRC metal,with 37 kgs of VG 30 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 thicknes of 75mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne vibratory / pneumatic Roller to the requoired density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t 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 et., complete as per specification using CMP as per clause 504 of MORTH Rev-5.
-
-
-
RE wall portion - 229Cum Approach Road - 277Cum
506
-
-
Providing and laying 50 mm consolidated thick Dence Bituminous Macadam (DBM) using 0.20 cum of 26.5-13.2mm metal 0.43cum of 13.20mm-2.36mm and 0.08cum of 2.36mm and below size IRC metal,with 37 kgs of VG 30 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 thicknes of 75mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne vibratory / pneumatic Roller to the requoired density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t 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 et., complete as per specification using CMP as per clause 504 of MORTH Rev-5.
-
-
-
Service Road - 119 Cum
119
-
-
Providing and laying Bitumenous Concrete 30mm thick Grading II using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36 mm and 0.26Cum and below with 50.30 kgs of VG 30/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 paver site , spreading the mix to uniform thicknes of 40mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne vibratory / pneumatic Roller to the requoired density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t 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 et., complete as per sprcification using CMP as per clause 507 of MORTH Rev-5.
-
-
-
RE wall portion -69Cum Approach Road - 106Cum
175
-
-
Providing and laying Bitumenous Concrete 30mm thick Grading II using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36 mm and 0.26Cum and below with 50.30 kgs of VG 30/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 paver site , spreading the mix to uniform thicknes of 40mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne vibratory / pneumatic Roller to the requoired density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t 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 et., complete as per sprcification using CMP as per clause 507 of MORTH Rev-5.
-
-
-
Service Road - 230Cum
230
-
-
Supply and fixing of best quality ISI PVC drain pipes [Class-A] not less than 6 Kg per sq.cm of 160 mm dia including necessary specials such as elbow, Tee, etc. including cutting, threading, jointing for providing bends at ends and Tees in the middle, including cost of fixing clamps including cost and conveyance of pipe specials, labour charges for fixing in position vertically in trestle portion and all other incidental charges, etc. complete as per IS 4985.
664
-
-
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 Drainage Arrangements Rain water Harvesting Well.
-
-
-
Upto 2m
14
-
-
2m - 3m
7
-
-
Filling with M. 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 CI pipe pit and Rain water harvesting well.
7
-
-
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 .
4
-
-
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 .
4
-
-
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 .
4
-
-
Filling with 6 mm 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 .
4
-
-
Providing and fixing RCC cover slab over the rain water harvesting system including cost of material transportation labour charges complete as directed by the Engineer.
9
-
-
Earthwork excavation in all classes of soil including kankar except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of Load Bearing Drain.
1490
-
-
Plain cement concret M10(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
100
-
-
Vibrated reinforced cement concrete M-25 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 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 Base slab, Vertical Stem and Top slab of Drain
-
-
-
a) Base Slab
219
-
-
b)Vertical stem
292
-
-
c) Top Slab
216
-
-
Supplying and fixing of fiber reinforced concrete manholes with frame 0.6m and dia as per IRC :50 - 1999 and as directed by the departmental officers at every 10m intervals along the drain cover slab. For storm water drain portion.
61
-
-
Providing weep holes with Class 1 PVC pipes of 100 mm dia of required lengths for abutments and wing walls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill as per cl 2700 of MoRT&H specification (V Revision)
60
-
-
Earth work excavation in all classes of soils including wheathered 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
56
-
-
Vibrated cement cement concrete M-20 Grade, (Nominal 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 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
112
-
-
Dismantling the existing Plain cement concret walls up to 3m hight in the existing culvert and clearing away from the work site and carfully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental Charges etc., Complete.
21
-
-
Dismantling the existing RCC Pipe in the existing culvert and clearing away from the work site and carfully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental Charges etc., Complete.
6
-
-
Earthwork excavation in all classes of soil including kankar except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of BOX CULVERT .
-
-
-
Upto 2m
135
-
-
2m - 3m
60
-
-
Plain cement concret M15 (Nominal mix 1:2:4) 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 of grade M25 DESIGN MIX using 20mm ISS size graded HBG 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 CELL
62
-
-
Vibrated Reinforced Cement Concrete of grade M20 DESIGN MIX using 20mm ISS size graded HBG 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 CC Parapet wall
2
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) (Schedule Item No. 8.11)
564
-
-
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 provided for better anchorage 3.0m spacing.
721
-
-
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (Schedule Item No. 8.40) ,Detinition board type IV
-
-
-
90cm equilateral triangle
7
-
-
60cm circular board
8
-
-
60cm x 45 cm Rectangular (Chevron)
40
-
-
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) (Schedule Item No. 8.5)
5
-
-
Supplying and installation of Delineators( road way indicators, Hazard markers, object markers), 80-100 cm above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75mm dia circular reflectorised panels at the top, burried or pressed in to the ground conforming to IRC 79 etc., complete( as per MoRT&H Sp, No.806)
18
-
-
Providing and fixing Median markar in correct position over the top of crash barrier on road in both side 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 (Median Markar)
120
-
-
Providing and fixing of retro relectorised Hazard marker 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 300mm x 900 mm
8
-
-
Painting two coat with ready mixed plastic emulsion paint and approved including priming coat over the cement surface complete including scrapping clean removal of drit of parts and for zebra marking .
9699
-
-
Vibrated Cement Concrete (1:1.5:3) M-20 grade using 20 mm ISS HBG metal including cost and conveyance of all materials to site; including cost and labour charges for form work and centering labour charges for compacting, curing and all incidental charges etc complete for Sub Structures for Kerb
85
-
-
Filling with cut earth in between Safety Kerbs including cost and conveyance to work site , laying and filling in layers, tamping under optimum moistur content to get the maximum dry density including watering, handling charges and all other incidental charges etc. complete as per relevant specifications
1728
-
-
Construction of Brick work with cement mortar 1:4 (one of cement and four of sand) using Country bricks of Standard size, curing and finishing neatly as per standard specification etc. complete.
70
-
-
Plastering with cement mortar 1:4 (one of cement and Four of sand) 12mm thick using fine river sand including curing and neat finishing etc complete. for Walls and Floor.
878
-
-
Supplying and fixing the M S Grill of approved design including prime coat and two coats of synthetic enamel paint etc., complete.
674
-
-
Painting two coats with Ready mix plastic emulsion paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts and for Zebra marking
1079
-
-
Dismantling, Clearing away and carefully stacking materials useful for reuse for RCC by manual/by using deploying machineries etc., complete as per Specifications(W-0035)
50.51
-
-
Dismantling, Clearing away and carefully stacking materials useful for reuse for Brick /Stone Masonry in cement mortar walls under 3m high etc., complete as per Specifications (W-0015)
195.74
-
-
Dismantling, Clearing away and carefully stacking materials useful for reuse for Floor finish & dadooing walls in cement mortar with Mosaic tiles/ Glazed tiles/ Clay tiles / Cuddapah tiles etc., complete as per Specifications (W-0042)
165.19
-
-
Dismantling, Clearing away and carefully stacking materials useful for reuse for AC Sheet roofing without roof timbers(as per SOR W-0025)
186.36
-
-
Dismantling, Clearing away and carefully stacking materials useful for reuse for Mosaic in situ to finacing in cement morter in florring @ wall Surface (as per SOR W-0041)
454.22
-
-
Dismantling, Clearing away and carefully stacking materials useful for reuse for Corrugated Iron sheeet Roofing over Pan Tiles without roof timbers etc., complete as per Specifications as per SOR (W-0026)
45.51
-
-
Sub Total Amount for above all items
-
-
-
GST 18% for the above SubTotal Amount
1
-
-
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