Tender For Cridp 2022-23
Tender Value
6.06 Crore
Estimated cost
Bid Submission
24 Nov 2022
0 days left
EMD
3.13 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 Strengthening Construction Of Retaining Walls Construction Of Culverts And Construction Of Cross Drainage Works In The Government Roads Of Valparai H C And M Sub Division Cbe 048
BOQ
| Sl. No. | Item Description |
| 1 | Providing and laying 50 mm Bituminous Macadam using course agreegate and VG 30 bitumen which shall consists of construction in a single course base / binderr course confirming to the specification on a previously prepared base (using Mini Hot Mix Plant and Power Roller ) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (Mix-in-place method) (For Patch Works) (Morth No. 111, 112, 504, 900) |
| 2 | ROAD A |
| 3 | 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 - over bituminous surfaces(Morth No. 111, 112, 501, 503, 900) |
| 4 | ROAD A |
| 5 | Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), 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) |
| 6 | ROAD A |
| 7 | 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-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II(Morth No. 111, 112, 501, 507, 900) |
| 8 | ROAD A |
| 9 | 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 Making up berms using box carted earth(Morth No. 111, 112, 301, 305, 900) |
| 10 | ROAD A |
| 11 | Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel stoney, earth etc., and depositing on bank with all leads and lifts and all other incidental charges complete as per standard specification for foundation of retaining wall(Morth No. 111, 112, 304) |
| 12 | ROAD B |
| 13 | ROAD C |
| 14 | Vibrated Cement Concrete 1:3:6 Nominal mix using 40mm ISS size 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 Levelling course of Retaining Wall(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 15 | ROAD B |
| 16 | ROAD C |
| 17 | Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm 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 compacting, finishing and curing including all incidental charges etc., completed as per standard specification1000,1500,1600,1700,2200 & 900 (for Below Sill Level in Retaining Wall)(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900) |
| 18 | ROAD B |
| 19 | Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm 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 compacting, finishing and curing including all incidental charges etc., completed as per standard specification1000,1500,1600,1700,2200 & 900 (for Above Sill Level for Retaining Wall)(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900) |
| 20 | ROAD B |
| 21 | Vibrated Cement Concrete M 20 ( Nominal 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., complete For below sill of Retaining wall(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 22 | ROAD C |
| 23 | Vibrated Cement Concrete M 20 ( Nominal 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., complete For above sill of Retaining wall(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 24 | ROAD C |
| 25 | Vibrated Cement Concrete 1:2:4 (Nomimal mix ) using 40mm ISS size 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 Parapet(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 26 | ROAD B |
| 27 | ROAD C |
| 28 | Supply and Fabrication of Fe-500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete, Fe-415 D grade-1 MT. For bars upto and More than 16mm dia.(Morth No. 1000, 1500, 1600, 900) |
| 29 | ROAD B |
| 30 | Providing and fixing seepage pipes of 110mm dia. PVC pipes of requied lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN RETAINING WALLS , BREAST WALLS(Morth No. 2706, 900) |
| 31 | ROAD B |
| 32 | ROAD C |
| 33 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST\"s (Roads Wing) specifications for Roads and Bridges \" Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete. |
| 34 | ROAD B |
| 35 | ROAD C |
| 36 | Vibrated Cement Concrete M 20 ( Nominal 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., complete For above sill of Pipe Culvert(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 37 | ROAD B |
| 38 | Supply of 1000mm dia RCC NP4 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification. (Morth No. 2900, 900) |
| 39 | ROAD B |
| 40 | ROAD C |
| 41 | Laying and fixing of 1000mm dia RCC NP4 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification.(Morth No 2904, 2905, 2906) |
| 42 | ROAD B |
| 43 | ROAD C |
| 44 | Filingwith carted earth including cost and convenveyance to siteincluding labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc complete(Morth No. 111, 112, 304, 900) |
| 45 | ROAD B |
| 46 | ROAD C |
| 47 | Refilingwith availableearth including cost and convenveyance to siteincluding labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc complete(Morth No. 111, 112, 304, 900) |
| 48 | ROAD B |
| 49 | Pipe culvert and drain |
| 50 | Earth work Excavationin all classes of soils except rock classification and deposting on bankwith all leads and lifts and all other incidental charges such as shoring, strutting,baling out water, forming protective bunds, coffer dam whereever necessary for dressing the bed below sill level etc.,complete as per standard specification for foundationof pipe Culvert(Morth No. 111, 112, 304) |
| 51 | Road A |
| 52 | 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 foundation of surface Drain(Morth No. 111, 112, 301, 305, 900) |
| 53 | Road A |
| 54 | VIbrated Cement Concrete 1:3:6 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 base course forLevelling Course forpipe Culvert(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 55 | Road A |
| 56 | Vibrated Cement Concrete M 20 ( Nominal 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., complete For below sill for pipe Culvert(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 57 | Road A |
| 58 | VIbrated Cement Concrete 1:2:4 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 base course for Surface Drain(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 59 | Road A |
| 60 | Vibrated Cement Concrete M 20 ( Nominal 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., complete For Wing wall in Pipe Culvert (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 61 | Road A |
| 62 | Vibrated Cement Concrete 1:2:4 ( Nominal 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., complete For Parapet for pipe Culvert(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 63 | Road A |
| 64 | VIbrated Cement Concrete M20( Nominal mix)using 20 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 SURFACE DRAIN(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 65 | Road A |
| 66 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H\"s (Roads Wing) specifications for Roads and Bridges \" Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete. |
| 67 | Road A |
| 68 | Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.(Morth No. 2706, 900) |
| 69 | Road A |
| 70 | Supply of 1000mm dia RCC NP4 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification. (Morth No. 2900, 900) |
| 71 | Road A |
| 72 | Laying and fixing of 1000mm dia RCC NP4 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification.(Morth No. 2900, 900) |
| 73 | Road A |
| 74 | Filling behind Abutments and wings with carted earthincluding 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.(Morth No. 111, 112, 304, 900) |
| 75 | Road A |
| 76 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 77 | Basic cost of value put to tender as per estimate |
| 78 | Add GST at 18% |
| 79 | Total Value put to Tender |
| 80 | Differnce Amount (Excess/less) |
| 81 | Quoted Amount (Basic Rate Only) |
| 82 | Add GST at 18% of Quoted Amount |
| 83 | Total Value of Quoted Amount including 18% of GST |
| 84 | Basic cost of value put to tender as per Estimate |
| 85 | 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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