Tender For Tn No 08 2022 23 Hdo Dt 12 10 22 Cyr Tvm 42
Tender Value
7.38 Crore
Estimated cost
Bid Submission
25 Nov 2022
0 days left
EMD
3.80 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
vandavasi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening Including Reconstruction Of Culverts In Government Road In Vandavasi H C M, Sub Division - Tvm-42
BOQ
| Sl. No. | Item Description |
| 1 | [Main Estimate]Excavation for Roadway and drainage - Excavation including removal and satisfactory disposal of all materials 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,as per MORTH Specification. Box cutting for widening portion. Morth No. 111, 112, 301, 305, 900 |
| 2 | Road A |
| 3 | Road B |
| 4 | Picking the existing BT surface and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and incidental charges etc., complete as per standard specifications as per MORT&H Rev. V specifications No. 111, 112, 202 |
| 5 | Road A |
| 6 | 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 401of MORTH Specification- for grading- VMaterial. MORTH No. 111, 112, 401, 900 |
| 7 | Road A (1816.71+56.26) |
| 8 | Road B (370.25+41.25) |
| 9 | 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 401of MORTH Specification- for grading- IIIMaterial. MORTH No. 111, 112, 401, 900 |
| 10 | Road A |
| 11 | Road B |
| 12 | 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 of MORTH Specification. MORTH No. 111,112, 406, 900 |
| 13 | Road A |
| 14 | Road B |
| 15 | Prime coat 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 of MORTH Specification over WMM. MORTH No. 111, 112, 501, 502, 900 |
| 16 | Road A |
| 17 | Road B |
| 18 | Tack coat- 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 of MORTH Specification- over granular surfaces treated with primer. MORTH No. 111,112,501, 503,900 |
| 19 | Road A |
| 20 | Road B |
| 21 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - of MORTH Specification, over cement concrete pavement for widening portion. MORTH No. 111,112,501,503,900 |
| 22 | Road A |
| 23 | Road B |
| 24 | 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 cement concrete pavement for widening portion. MORTH No. 111,112,501,503,900 |
| 25 | Road A |
| 26 | Road B |
| 27 | 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 surface with paver finisher to the required grade,level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the required compaction, complete as per MORTH specification clause 504. For patch work |
| 28 | Road B |
| 29 | 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, 501, 505, 900 |
| 30 | Road A |
| 31 | 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, 501, 505, 900 |
| 32 | Road B |
| 33 | 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 I. MORTH No. 111, 112, 501, 505, 900 |
| 34 | Road B |
| 35 | 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 |
| 36 | Road A |
| 37 | 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 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 |
| 38 | Road B |
| 39 | Excavation for Roadway and drainage - Excavation including removal and satisfactory disposal of all materials 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,as per MORTH Specification. Using Excess Box Cut Earth for Berms including Compaction by power roller.MORTH No. 111, 112, 301, 305, 900 |
| 40 | Road A |
| 41 | Road B |
| 42 | [Sub Estimate - Culvert]Dismantling, salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORT&H Specification Nos. 111, 112 & 202 - Dismantling Stone / Masonry Cement mortar walls under 3m high. |
| 43 | Road A |
| 44 | Road B |
| 45 | Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification(SS20A) and the lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Berms and Diversion road using Carted earth with an average lead of 1 Km including compaction by power roller. |
| 46 | Road A |
| 47 | Road B |
| 48 | Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete. MORTH No. 2900, 900 |
| 49 | Road A |
| 50 | Road B |
| 51 | Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906 |
| 52 | Road A |
| 53 | Road B |
| 54 | 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 MORTH Nos. 111, 112 & 304 - For foundation.of culvert |
| 55 | Road A |
| 56 | Road B |
| 57 | Plain Cement Concrete (M15) Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per standard specification. FOR FOUNDATION MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900. |
| 58 | Road A |
| 59 | Road B |
| 60 | Vibrated Cement Concrete (M20) Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per standard specification. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900 |
| 61 | Road A |
| 62 | Road B |
| 63 | Vibrated Reinforced Cement ConcreteM25 Grade Design mix using Crusher ISS, HBG graded Metalincluding 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 laying, compacting , curing including all incidental charges etc., complete for BASE SLAB, STEM AND BOTTOM SLAB AND TOP SLAB OF BOX CULVERT MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900 |
| 64 | Road A |
| 65 | Road B |
| 66 | Supply and fabrication of Steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars 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. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900. |
| 67 | Road A |
| 68 | Road B |
| 69 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 70 | Basic cost of value put to tender as per estimate |
| 71 | Add GST at 18% |
| 72 | Total Value put to Tender |
| 73 | Quoted value |
| 74 | Final Quoted Value |
| 75 | Add GST at 18% of Final Quoted Value |
| 76 | Total Value of Contract Including 18% of GST |
| 77 | Basic cost of value put to tender as per Estimate |
| 78 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Oct 22, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 28, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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