Tender For Construction Of Hlb Across Kamandala Naganathi Connecting Km.25_800M Of Arcot_Villupuram Road
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Estimated cost
Bid Submission
29 Sep 2023
0 days left
EMD
8.20 Lakhs
Bank guarantee accepted
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Non-refundable
Tender Type
Online
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Competition Type
NCB
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Tender
Location / State
arani → Tamil Nadu
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Not Available
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Project Description
Construction Of Hlb Across Kamandala Naganathi Connecting Km.25_800M Of Arcot_Villupuram Road
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Sep-2023 | Kamandala Naganadhi | Other | 22-Sep-2023 |
| 2 | 21-Sep-2023 | Kamandala Naganathi | Date | 29-Sep-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification |
| 2 | A)For DRESSING THE BED UPTO SILL LEVEL=3330 Cum B)For BOX CUTTING- Approach Road = 1420.00 Cum |
| 3 | Earthwork excavation in all classes of soil including weathered rock not 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 bailing 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 ABUTMENTS AND PIERS as per section 300 of MORT&H specifications(V Revision). |
| 4 | Upto 2m |
| 5 | 2m-3m |
| 6 | 3m-4m |
| 7 | Cement Concrete M-10 (Nominal Mix) 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 incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW FOUNDATION OF ABUTMENTS AND PIER as per section 2100 of MORT&H Specifications (V Revision). |
| 8 | Main HLB |
| 9 | Vibrated Reinforced Cement Concrete M35 (Design Mix)using 20mm ISS HBG 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, soft water,labour charges for mixing, transporting, laying, curing concrete, working at at depth, hire charges for tools and plants including all other incidental charges, etc., completefor FOUNDATION OF ABUTMENTSAND RETURNS as per section 1500,1700 & 2100 of MORT&H Specifications (V Revision). |
| 10 | Main HLB |
| 11 | Vibrated Reinforced Cement Concrete M35 (Design Mix)using 20mm ISS HBG 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, soft water,labour charges for mixing, transporting, laying, curing concrete, working at at depth, hire charges for tools and plants including all other incidental charges, etc., completefor FOUNDATION OF PIERSas per section 1500,1700 & 2100 of MORT&H Specifications (V Revision). |
| 12 | Main HLB |
| 13 | Vibrated Reinforced Cement Concrete M30(Design Mix)using 20mm ISS HBG 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, soft water,labour charges for mixing, transporting, laying, curing concrete, working at at depth, hire charges for tools and plants and maintaining of protective bunds, cofferdams, shorring, strutting, etc., complete including all other incidental charges, etc., complete as per relevant standard specfication etc. |
| 14 | A)for CUT OFF WALLS FOR RIGID APRON BELOW SILL LEVEL= 392.00 CumB)FOR RIGID APRON IN BRIDGE PORTION= 1050.00 Cum |
| 15 | Vibrated Reinforced Cement Concrete M15(Design Mix)using 20mm ISS HBG 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, soft water,labour charges for mixing, transporting, laying, curing concrete, working at at depth, hire charges for tools and plants and maintaining of protective bunds, cofferdams, shorring, strutting, etc., complete including all other incidental charges, etc., completeas per relevant standard specfication etc,FOR RIGID APRON IN BRIDGE PORTION (Below sill level) |
| 16 | Main HLB |
| 17 | 150mm thhick flat stone/bricks on edge incement mortar 1:3 including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, trnsporting, laying and curing concrete, working at depth, tools and Planets and including all other incidental charges etc: complet as per relevant standard specifications for RIGID APRON |
| 18 | Main HLB |
| 19 | Apron using loose stone boulders (weighting not less than 40Kg) for 1m thick including cost nd conveyance of all materials to site labour charges for packing the same in position and all other incidental charges etc., complete for FLEXIBLE APRON |
| 20 | Main HLB |
| 21 | Vibrated Reinforced Cement Concrete M35(Design Mix)using 20mm ISS HBG 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, soft water,labour charges for mixing, transporting, laying, curing concrete, working at at depth, hire charges for tools and plantsincluding all other incidental charges, etc., completeas per relevant standard specfication etc,FOR ABUTMENT Aand RETURNS (Below sill Level) as per section 1500, 1700 & 2200 of MORT&H Specification (V Revision) |
| 22 | Main HLB |
| 23 | Vibrated Reinforced Cement Concrete M35(Design Mix)using 20mm ISS HBG 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, soft water,labour charges for mixing, transporting, laying, curing concrete, working at at depth, hire charges for tools and plantsincluding all other incidental charges, etc., completeas per relevant standard specfication etc,FOR ABUTMENT Aand RETURNS (Above sill Level) as per section 1500, 1700 & 2200 of MORT&H Specification (V Revision) |
| 24 | Main HLB |
| 25 | Vibrated Reinforced Cement Concrete M35 (Design Mix)using 20mm ISS HBG metalincluding 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., completefor for BED BLOCK CUM DIRT WALLOVER ABUTMENTS as per section 1500 ,1700 & 2200 of MORT&H Specifications (V Revision). |
| 26 | Main HLB |
| 27 | Vibrated Reinforced Cement Concrete M35 (Design Mix)using 20mm ISS HBG metalincluding 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, hire charges for tools and plants including all other incidental charges, etc., completefor CIRCULAR PIERS(below sill level)(1800mm dia) as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 28 | Main HLB |
| 29 | Vibrated Reinforced Cement Concrete M35 (Design Mix)using 20mm ISS HBG metalincluding 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, hire charges for tools and plants including all other incidental charges, etc., completefor CIRCULAR PIERS (above sill Level) as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 30 | Main HLB |
| 31 | Vibrated Reinforced Cement Concrete M35 (Design Mix)using 20mm ISS HBG metalincluding 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, hire charges for tools and plants including all other incidental charges, etc., complete for CAPPING BEAM OVER COLUMN PIERSas per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 32 | Main HLB |
| 33 | Vibrated Reinforced Cement Concrete M35 (Design Mix)using 20mm ISS HBG metalincluding 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, hire charges for tools and plants including all other incidental charges, etc., complete for PEDESTAL OVER CAPPING BEAMS AND BED BLOCKS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 34 | Main HLB |
| 35 | Supply and fixing of Elastomeric bearing of size 63 x 52 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 as per section 2000MORT&H Specifications (V Revision) and IRC :83-2015 (Part II) |
| 36 | Main HLB |
| 37 | Vibrated Reinforced Cement Concrete M35 (Design Mix)using 20mm ISS HBG metalincluding 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, hire charges for tools and plants including all other incidental charges, etc., complete forT-BEAM AND CROSS BEAMS as per section 1500 ,1700 & 2300 of MORT&H Specifications (V Revision). |
| 38 | Main HLB |
| 39 | Vibrated Reinforced Cement Concrete M35 (Design Mix)using 20mm ISS HBG metalincluding 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, 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, KERB & FOOTPATH as per section 1500 ,1700 & 2300 of MORT&H Specifications (V Revision). |
| 40 | Main HLB |
| 41 | Vibrated Reinforced Cement Concrete M30 (Design Mix)using 20mm ISS HBG metalincluding 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, hire charges for tools and plants including all other incidental charges, etc., complete for HAND RAILS AND POSTS as per section 2703-3 of MORT&H Specifications (V Revisions). |
| 42 | Main HLB |
| 43 | Vibrated Reinforced Cement Concrete M40 (Design Mix)using 20mm ISS HBG metalincluding 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, hire charges for tools and plants including all other incidental charges, etc., complete for INNER CRASH BARRIER as per section 811,1700 and 2703.3 of MORT&H Specifications (V Revision). |
| 44 | A)Main HLB=97.00 CumB)Box Culvert=2.00 Cum |
| 45 | Providing and fixing of Galvinised Iron Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawingand 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). |
| 46 | Main HLB |
| 47 | Vibrated Reinforced Cement Concrete M15 (Nominal Mix)using 40mm ISS metalincluding 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, formwork etc., complete for BASE COURSE BELOW APPROACH SLAB AND FOOTPATH RAMP as per section 1500,1700 & 2704 of MORT&H Specifications (V Revision). |
| 48 | Main HLB |
| 49 | Vibrated Reinforced Cement Concrete M30 (Design Mix)using 20mm ISS HBG metalincluding 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, hire charges for tools and plants including all other incidental charges, etc., complete for APPROACH SLABS as per section 1500,1700 & 2704 of MORT&H Specifications (V Revision). |
| 50 | Main HLB |
| 51 | Vibrated Cement Concrete M-15 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and Plants and incidental charges etc; complete as per relevant standard specification, for CC PARAPETas per section 1500 & 1700 of MORT&H Specifications (V Revision). |
| 52 | Main HLB |
| 53 | Vibrated Cement Concrete M-30 (Design Mix) 75 mm thick using 25mm, 12mm and of 6mm ISS HBG 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 soft water, including all other incidental charges, formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for WEARINGCOAT OVER DECK SLAB AND APPROACH SLAB as per section 2702.2 of MORT&H Specifications (V Revision). |
| 54 | A)Main HLB=2009.00 sq.m B)Box Culvert=47.00 sq.m |
| 55 | Supplying and installation ofSTRIP SEAL EXPANSION joint system confirming to specifications for Roads and Bridge works V 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 specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects as per section 2600 of MORT&H Specification (V Revision). |
| 56 | Main HLB |
| 57 | Providing and fixing PVC seepage pipes of 100mm dia of requied lengths for abutments and wings including cost and conveyance of all materials to work site andforlabour charges for fixing, etc.,complete to drain the backfill as per section 2706 of MORT&H Sspecifications (V Revision). |
| 58 | Main HLB |
| 59 | Providing FILTER MEDIA behind the Abutment and Wings for 600mm thickness using filter materialconfirming to clause 309.3.2 B of MORT&H rev-5 well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall other incidental charges complete as per CI. 710.1.4 & Appendix -6 of IRC : 78-2014 |
| 60 | Main HLB |
| 61 | Filling behind Abutments and returns with clean gritty free drainig gravel including cost and draining gravel having PHI value more than 35conveyance of gravel 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 perCI. 710.1.4 & Appendix -6 of IRC : 78-2014. |
| 62 | Main HLB |
| 63 | 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 (Galvanised-18 G), provision of spacer bars, cover blocks and all other incidental charges etc, complete,as per section 1600 of MORT&H Specifications ( V Revision) |
| 64 | A)Main HLB=397.00 MTB)Box Culvert=6.00 MT |
| 65 | Supply and Fabrication of Fe-240 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 (Galvanised-18 G), provision of spacer bars, cover blocks and all other incidental charges etc, complete,as per section 1600 of MORT&H Specifications ( V Revision) |
| 66 | Main HLB |
| 67 | SUB ESTIMATE - 1)Provision for Approach Road |
| 68 | Forming embankments with carted earth with a CBR value of 8 including cost and conveyance of earthto site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 500 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 |
| 69 | Approach Road |
| 70 | Forming embankments with excavated earth at site with a lead of 5km with 8 CBR soil including cost and conveyance of earthto 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 |
| 71 | Approach Road |
| 72 | Providing and laying Granular Sub Base (GSB) layer of Grade V of compacted thickness on the prepared sub grade with approved granular materials of minimum CBR value 30 grading conforming to Table 400 – 1 of MORTH including screening, spreading in uniform layer with Motor grader, watering and premixing at optimum moisture content, compacting with Power and Vibratory Rollers of 80 to 100KN static weight to not less than 98% of the maximum laboratory dry density as per IS: 2720 (part 8) and fine dressing to required grade and cross slope as shown on the Drawing or as directed by the Engineer, including obtaining and transporting all materials from approved quarry site to work site with all lifts and lead by Mechanical Transport, head load or anyother mode of transportation, including labour, tools, equipment, safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 401and as directed by Engineer. |
| 73 | Approach Road |
| 74 | Providing and laying Granular Sub Base (GSB) layer of Grade III compacted thickness on the prepared sub grade with approved granular materials of minimum CBR value 30 grading conforming to Table 400 – 1 of MORTH including screening, spreading in uniform layer with Motor grader, watering and premixing at optimum moisture content, compacting with Power and Vibratory Rollers of 80 to 100KN static weight to not less than 98% of the maximum laboratory dry density as per IS: 2720 (part 8) and fine dressing to required grade and cross slope as shown on the Drawing or as directed by the Engineer, including obtaining and transporting all materials from approved quarry site to work site with all lifts and lead by Mechanical Transport, head load or anyother mode of transportation, including labour, tools, equipment, safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 401and as directed by Engineer. |
| 75 | Approach Road |
| 76 | Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam WMM of 250mm thickness including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniformlayers with pavers in subbase/base course on well prepared surface and compacting with vibratory roller to achievethe desired density. |
| 77 | Approach Road |
| 78 | Providing and applying Prime coatover WMM surface 7 kg per 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen emulsion as prime coat by bitumen sprayer etc., complete as clause 503 of MORT&H specifications.. |
| 79 | Approach Road |
| 80 | Providing and applying Tack coatover Prime Coat 2.5 kg per 10sqm area including cost and conveyance of bituminous Emulsion including labour charges for preparing the surface and applying the required quantity of bitumen emulsion as tack coat by bitumen sprayer etc., complete as clause 503 of MORT&H specifications |
| 81 | Approach Road |
| 82 | Providing and laying of Tack coat over existing BT surface using2.00 KgBitumenEmulsion (RSI) per 10 Sq Mfor 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 |
| 83 | Approach Road |
| 84 | Providing and layingDense Bituminous Macadam (DBM) 100 mmthick using VG 40 overlay using pavers , mixed in Central hot mix plant of drum type using paving bitumen 60/70 penetration grade as per IS : 73 and percentage of bitumen shall be 4.5% by weight of total mix and aggregates shall conform to grading 2 of table 500-4 of clause 504 of MORT & H specifications and as directed by the Engineer. |
| 85 | Approach Road |
| 86 | Providing and layingDense Bituminous Macadam (DBM) 70 mmthick using VG 30 overlay using pavers , mixed in Central hot mix plant of drum type using paving bitumen 60/70 penetration grade as per IS : 73 and percentage of bitumen shall be 4.5% by weight of total mix and aggregates shall conform to grading 2 of table 500-4 of clause 504 of MORT & H specifications and as directed by the Engineer. |
| 87 | Approach Road |
| 88 | Providing and laying Bitumenous Concrete BC 40mm thick using VG 40 which shall consist of construction of single course on a previously prepared bitumenous base to the requirement of the specfication in cclause 511 of MORT&H using 60/70 grade bitumen 55 grade etc., complete. |
| 89 | Approach Road |
| 90 | Providing and laying Bituminous Concrete BC 30mm thick using VG 30 which shall consist of construction of single course on a previously prepared bitumenous base to the requirement of the specfication in cclause 511 of MORT&H using 60/70 grade bitumen 55 grade etc., complete. |
| 91 | Approach Road |
| 92 | Providing RCC Centre Median of grade M25 in Vibrated reinforced cement concrete of size 0.610m at bottom 0.250m at middle 0.150 at top and to height of 0.860mfrom the road level including cost and conveyance of all materials to work site including steel & its fabrication, picking the existing B.T surface if necessary and excavating, Rendering Smoothness over the CC surface with 10 kg of cement for 10 quality of synthetic enamel paint including primer etc., including all labour charges, hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete |
| 93 | Approach Road |
| 94 | 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 levelling course &Safety Kerb |
| 95 | Approach Road |
| 96 | Filling between Satety Kerbs with Cut Earth with lead of 1Kmto 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. |
| 97 | Approach Road |
| 98 | SUB ESTIMATE - 2)Provision for Box Culvert |
| 99 | DismantlingexistingRCCculvertincluding conveyence for disposal |
| 100 | Box Culvert |
| 101 | Earth work Excavationin allclasses ofsoils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20Bincludingcostofalllabour,materials, tools, equipments andallincidentalcharges and sheeting,shoring,bracingandtheirsubsequent removal,removalofalllogs,stumpsandother deleteriousmatterandobstructions,trimmingof bottomofexcavtion,backfilling,andclearingthe siteanddisposalofallsurplusmaterialsetc. completeasperstandardspecification |
| 102 | upto 2m A)forBox culvert =145.92 Cum B)for FOUNDATION OF TOE WALL FOR REVETMENT=163.00 Cum |
| 103 | 2m-3mfor Box Culvert |
| 104 | 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 cementatsiteincludingcostofformwork,soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,ToolsandPlantsandincidentalcharges suchasmaintainingofprotectivebunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification forBASE COURSE BELOW BOX PORTION & WING WALL |
| 105 | Box Culvert |
| 106 | Vibrated ReinforcedCementConcreteofgrade M30DESIGNMIX using20mmISSsizegraded HBGmetalincludingcostandconveyanceofall materials to site including cost of cementat site includingcostofformwork,softwater,labour charges for mixing, transporting, layingand curingconcrete,workingatdepths,toolsand plants and maintaining of protective bunds, cofferdams,shoring,struttingetc.,completeas per relevant standard specifications, for CELL. |
| 107 | Box Culvert |
| 108 | SUB ESTIMATE - 3)Provision for Revetment |
| 109 | Plain 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 |
| 110 | A)For Levelling coarse of TOE WALLS=17.00 Cum B)for TOE WALLS = 103.00 Cum |
| 111 | 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. |
| 112 | Revetment |
| 113 | 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 includingconveyance and handling charges for the same at both ends, including all other incidental charges, etcc, complete for REVETMENTS. |
| 114 | Revetment |
| 115 | Raised pointing with CM 1:3 on the Revetment surface including cost and conveyance of all materials to worksite and cement site includingconveyance and handling charges for the same at both ends, including all other incidental charges, etcc, complete for REVETMENTS.-1Sqm |
| 116 | Revetment |
| 117 | SUB ESTIMATE - 4) Disposal of Surplus Earth |
| 118 | Disposal of Excavated earth by transfer up to a lead of 5 kms away from work site as directed by the department officer as per standard specifications and all other incidental charges etc., complete. |
| 119 | Disposal of Surplus Earth |
| 120 | SUB ESTIMATE - 5) Provision for Road Furniture |
| 121 | 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 holescomplete as per MORTH & H specification. |
| 122 | Road Furniture |
| 123 | Providing and fixing reflective road studs of category B raised pavement markers made out of polycarbonate/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 3.5m spacing |
| 124 | Road Furniture |
| 125 | Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs (With definition board) made of High Intensity Prismatic Grade Sheeting conforming to IRC 67-2010 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) |
| 126 | 90cm equilateral triangle |
| 127 | 60cm circular board |
| 128 | Providing and erecting direction and place identification retro reflectorised sign as per IRC:67-2010made 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 than 0.9 sqm). |
| 129 | Road Furniture |
| 130 | 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 |
| 131 | Road Furniture |
| 132 | Providing and fixing of retro reflectoroised cautionary Star Sign made by Highintensity Prismatic Reflectivegrade sheeting sticker over OR sheet 0.20mm/32G thickness with black enamal paint firmly fixed on the boundary stones with 11/2 x 14 G wire nails. |
| 133 | Road Furniture |
| 134 | Providing RCC M15 grade pre cast Hm stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc., complete (as per MORT &H specification No.804 |
| 135 | Road Furniture |
| 136 | Providing RCC M15 grade boundary pillars of standard desing as per IRC: 25-1967 and fixing in position including finishing and lettering excluding painting (as per MORT & H specification No.806) |
| 137 | Road Furniture |
| 138 | Rigid median marker providing fixing of median marker double sided made of polycarbonate for impact residtance good weather ability. Polycarbonate used for molding the median marker shall have impact strength value of 600 J/m at room temperature. The impact strength decrease to less than 70% initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hrs or exposure to 2 years of natutral weathering. the body of the median marker shall be in the form of an isoceles trapezoidal struture of length 15 cm height and width of 10 X 10 cm. the median marker shall have fluorescent yellow retro-reflective sheeting confirming ASTM D 4956. the logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification. |
| 139 | Road Furniture |
| 140 | Providing and fixing of retro relectorised 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 300mm x 900 mm |
| 141 | Road Furniture |
| 142 | Providing and erecting single sided Double Guard metal beam Beam Crash Barrier System 1.70m high, Comprising of 3mm thick wall \"W\" Beams posts and Spacer Channel 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 950mm above road/ ground level Fixed on ISMC series Channel vertical post 150 x 75 x 5mm Spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit Size 350 x 350 x 800mm for a depth of 750mm below ground . all fixing bolts and nuts hot dip[ galvanized conforming to IS :1367 Clause 4.6 all complete as per technical Specification and as directed by the Engineer - in - charge. |
| 143 | Road Furniture |
| 144 | Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 - 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively MS Stiffener plates 8mm thick of sues 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co efficient of Retro-reflection values against the values as mentioned in Table 59 of IRC67 - 2012.The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates us per UL 2801 standards. The retro reflective sheeting shall be covered under 10 years warranty issued for Beld performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2012 (As per MoRT&H specification No.8011).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer in charge etc, complete. |
| 145 | Road Furniture |
| 146 | SUB ESTIMATE - 6) Provision for Painting |
| 147 | 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 for zebra marking |
| 148 | Painting |
| 149 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 150 | Sub Total Amount for above all items |
| 151 | GST 18% for the above SubTotal Amount |
| 152 | Total in Figures (SubTotal + GST) |
AI Tender Summary
Tender Timeline
Sep 21, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 22, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 29, 2023
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedSep 29, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 03, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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