Tender For Cridp 2022-23
Tender Value
6.45 Crore
Estimated cost
Bid Submission
24 Nov 2022
0 days left
EMD
3.33 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pollachi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cridp 2022-23 Widening From Two Lane To Two Lane Paved Shoulder And Streng Widening From Il To Tl And Streng Constn And Widening Of Culverts And Widening Of Rcc Bridge In The Government Roads Of Anaimalai H C And M Sub Division Cbe 045
BOQ
| Sl. No. | Item Description |
| 1 | Excavation including removal and satisfactory disposal of all materias necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer for box cutting(Morth No.111,112,301,305,900) |
| 2 | Road A |
| 3 | Road B |
| 4 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base 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 ) - for grading- VMaterial (Morth No.111,112,401,900) |
| 5 | Road A |
| 6 | Road B |
| 7 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base 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 ) - for grading- IIIMaterial (Morth No.111,112,401,900) |
| 8 | Road A |
| 9 | Road B |
| 10 | Wet Mix Macadam (Table 400-13) (Providing, 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 with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) (Morth No.111,112,406,900) |
| 11 | Road A |
| 12 | Road B |
| 13 | Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM (Morth No.111,112,501,502,900) |
| 14 | Road A |
| 15 | Road B |
| 16 | Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer (Morth No.111,112,501,503,900) |
| 17 | Road A |
| 18 | Road B |
| 19 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces(Morth No. 111, 112, 501, 503, 900) |
| 20 | Road A |
| 21 | Road B |
| 22 | Bituminous Macadam Providing and laying bituminous macadam with mini Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surfaceusing manual labourto the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504of MORTH Specification - Grading II (Table 500-7) for patch work.(Morth No.111,112,504,900) |
| 23 | Road A |
| 24 | Road B |
| 25 | Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherto the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II (Morth No. 111, 112,505, 900) |
| 26 | Road A |
| 27 | Road B |
| 28 | Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504of MORTH Specification - Grading II (Table 500-7).(Morth No.111,112,504,900) |
| 29 | Road A |
| 30 | Road B |
| 31 | Bituminous Concrete (Table500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade 40) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II (Morth No.111,112,501,507,900) |
| 32 | Road A |
| 33 | Road B |
| 34 | 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 as per MORTH clause No:305 for berms using box cutting earth Hire and Labour Charges only (Morth No.111,112,301,305,900) |
| 35 | Road A |
| 36 | Road B |
| 37 | Reconstruction of Culvert |
| 38 | Dismantling the RR masonry walls, clearing away and carefully stacking materials useful for reuse for any thickness of wallsetc, complete (Morth No.111,112,202) |
| 39 | Road A |
| 40 | Road B |
| 41 | Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation (Morth No.111,112,304) |
| 42 | Road A |
| 43 | Road B |
| 44 | Vibrated Cement Concrete 1:2:4 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Base Slab (Morth No.111,112,1000,1500,1700,2702,900) |
| 45 | Road A |
| 46 | Road B |
| 47 | Vibrated Reinforced Cement Concrete M25 (Design Mix) using crushed ISS size HBG graded metal of including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for formwork and centering, labour charges for compacting, finishing and curing including all incidental charges etc., completed for DECK SLAB (Morth No.111,112,1000,1500,1600,1700,2300,900) |
| 48 | Road A |
| 49 | Road B |
| 50 | Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Wingwall (Morth No.111,112,1000,1500,1700,2702,900) |
| 51 | Road A |
| 52 | Vibrated Cement Concrete 1:2:4 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for PCC Parapet wall (Morth No.111,112,1000,1500,1700,2702,900) |
| 53 | Road A |
| 54 | Road B |
| 55 | Supply and fabrication of steel Grade Fe-500 D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting 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 as per standard specification (Morth No. 1000, 1500, 1600, 900) |
| 56 | Road A |
| 57 | Road B |
| 58 | Vibrated Reinforced Cement concrete M30 mix (Design Mix)using20MM & belowIRC HBGgraded hard granitebrokenmetelincluding cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Deck Slab and Approach Slab.(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702,900) |
| 59 | Road A |
| 60 | Road B |
| 61 | Refillingbehind the body wallwith clean gritty gravel including cost and conveyance 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 for water and all other incidental charges etc, complete for Hire and Labour charges only (Morth No.304,900) |
| 62 | Road A |
| 63 | Road B |
| 64 | Retaining Wall |
| 65 | Earth work excavation in all classes of soils, such as hard stiff clay, stiff black cotton, hard red earth, shale’s, murram, gravel, stoney earth etc., and depositing on bank with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds, wherever necessary etc., complete as per standard specification for foundation for Retaining wall. (Morth No.111,112,304) |
| 66 | Road A |
| 67 | Vibrated Cement Concrete M-20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for BELOW SILL LEVEL (Morth No.111,112,1000,1500,1700,2200,900) |
| 68 | Road A |
| 69 | Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Above Sill Level (Morth No.111,112,1000,1500,1700,2200,900) |
| 70 | Road A |
| 71 | Vibrated Cement Concrete1:2:4 Grade mix using 40 mm ISSHBG metal including cost and conveyance of all materials to site,Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., completeFOR PARAPET (Morth No.111,112,1000,1500,1700,2702,900) |
| 72 | Road A |
| 73 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706,900) |
| 74 | Road A |
| 75 | Refilling behind Retaining wallusing cut earth including cost and conveyance 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 for water and all other incidental charges etc,complete for Hire and Labour charges only. -1 Cum (Morth No.111,112,304,900) |
| 76 | Road A |
| 77 | Widening of RCC Bridge |
| 78 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC) (Morth No.111,112,202) |
| 79 | Road A |
| 80 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure RCC) (Morth No.111,112,202) |
| 81 | Road A |
| 82 | Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OFABUTMENTS, PIERS & RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013) (Morth No.111,112,304) |
| 83 | Road A |
| 84 | Earthwork excavation in Soft Disintegrated Rock not requiring blastingexcept medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013) (Morth No.111,112,304) |
| 85 | Road A |
| 86 | Plain Cement Concrete of grade 1:2:4 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE.Under footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013) (Morth No.111,112,1000,1500,1700,2702,900) |
| 87 | Road A |
| 88 | Vibrated Cement Concrete of Grade M-20, Nomional Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF ABUTMENT AND RETURN WALLS. as per Section 1500,1700 & 2100 of MORT&H Specficaton (Fifth Revision-2013) (Morth No.111,112,1000,1500,1600,1700,2702,900) |
| 89 | Road A |
| 90 | VibratedCement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013) (Morth No.111,112,1000,1500,1700,2200,900) |
| 91 | Road A |
| 92 | VibratedReinforced Cement Concrete of grade M30 design mixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013) (Morth No.111,112,1000,1500,1600,1700,2702,900) |
| 93 | Road A |
| 94 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.(Morth No.2600) |
| 95 | Road A |
| 96 | VibratedReinforced Cement Concrete of grade M30 Design MixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB and Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specficaton (Fifth Revision-2013) (MorthNo.111,112,1000,1500,1600,1700,2702,900) |
| 97 | Road A |
| 98 | Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix,using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for for RCC HAND RAIL. -1 Cum (Morth No.111,112,1000,1500,1600,1700,2702,900) |
| 99 | Road A |
| 100 | Vibrated Cement Concrete1:2:4 grade, Nominal Mix 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 PCCPARAPETS OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specficaton (Fifth Revision-2013) (Morth No.111,112,1000,1500,1700,2200,900) |
| 101 | Road A |
| 102 | Vibrated Cement Concrete 1:2:4 grade, Nominal Mix using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB. (Morth No.111,112,1000,1500,1700,2200,900) |
| 103 | Road A |
| 104 | Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size graded HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for mixing concrete, laying, vibrating, andhire charges for tools and plants, compacting, curing with all leads for soft water, including allother incidental charges, formwork, cost of remolded expansion joints and fixing the same in position etc, complete for APPROACH SLAB. as per Section 1500,1700 & 2704 of MORT&H Specficaton (Fifth Revision-2013)(Morth No.111,112,1000,1500,1600,1700,2702,900) |
| 105 | Road A |
| 106 | Supply and fabrication of steel Grade Fe-500 D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting 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 as per standard specification (Morth No. 1000, 1500, 1600, 900) |
| 107 | Road A |
| 108 | Supply and fabrication of Fe-500 D 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. FOR WEARING COAT as Mesh Reinforcement. as per Section 2706 of MORT&H Specficaton (Fifth Revision-2013) (Morth No. 1000, 1500, 1600, 900) |
| 109 | Road A |
| 110 | Vibrated Reinforced cement Concrete M30 design mixusing ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specficaton (Fifth Revision-2013) (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702,900) |
| 111 | Road A |
| 112 | Supplying and fixing GI 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 as per cl 2705 of MORT&H specification. (V Revision) (Morth No. 2705,900) |
| 113 | Road A |
| 114 | Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014 \" Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete. |
| 115 | Road A |
| 116 | Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete(In Deck slab) (Morth No. 2600,900) |
| 117 | Road A |
| 118 | Filling behind Abutments and return wall with clean gritty gravel including cost and conveyance 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 for water and all other incidental charges etc., complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014 (Morth No.304,900) |
| 119 | Road A |
| 120 | Providing and fixing class1 PVC seepage pipes of 110 mm dia of required lengths for retaining walls including costs and conveyance of all materialsto worksite and labour charges for fixing,including backing aggregate for draining seepage water etc., (Weep hole) (Morth No. 2706,900) |
| 121 | Road A |
| 122 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 123 | Basic cost of value put to tender as per estimate |
| 124 | Add GST at 18% |
| 125 | Total Value put to Tender |
| 126 | Differnce Amount (Excess/less) |
| 127 | Quoted Amount (Basic Rate Only) |
| 128 | Add GST at 18% of Quoted Amount |
| 129 | Total Value of Quoted Amount including 18% of GST |
| 130 | Basic cost of value put to tender as per Estimate |
| 131 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Oct 22, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 24, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 25, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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