Tender For Tn No 09 2022 23 Hdo Dt 13 10 22 Tvm Tvm 50
Tender Value
6.97 Crore
Estimated cost
Bid Submission
25 Nov 2022
0 days left
EMD
3.60 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
chengam → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening Strengthening And Construction Of Drain On Government Roads In Chengam ( Highways ) , C&M, Sub Division. Tvm-50Road A ) .Widening From Single Lane To Intermediate Lane And Strengthening At Km. 0 / 0-1 / 2, 2 / 4-3 / 0 & 4 / 0-7 / 0 Of Pachal - Periyakulam Road ( Via. ) Nathavadi Including Reconstruction Of Culverts At Km. 0 / 2, 0 / 10, 1 / 2, 4 / 6, 5 / 10 & 6 / 6, Widening Of Culvert At Km. 2 / 8. Road B ) .Widening From Single Lane To Intermediate Lane And Strengthening At Km. 5 / 0-7 / 0 Of Pachal - Nandhimangalam Road Including Reconstructionof Culverts At Km.5 / 2, 6, 8, 10, 6 / 2, 4 And Construction Of Protective Wall At Km. 6 / 6 ( Well Portion
BOQ
| Sl. No. | Item Description |
| 1 | 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 | 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 |
| 5 | Road A (1257.45+168.78) |
| 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 401of MORTH Specification- 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 of MORTH Specification. MORTH No. 111,112, 406, 900 |
| 11 | Road A |
| 12 | Road B |
| 13 | 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 |
| 14 | Road A |
| 15 | Road B |
| 16 | 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 |
| 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 | Tack coat- Providing and applying tack coat over Dry Lean Cement concrete surface using 3.00 kg of bitumen emulsion (RS-I type) per 10 sqmfor prepatory to anotherbituminous construction over it including cost of material , labour charges ,rentals for machinery ,fuel and all other incidental charges etc ., complete as per Clause 503 of MORTH Rev-5 |
| 23 | Road A |
| 24 | Road B |
| 25 | 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 |
| 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 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 |
| 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 30) 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 |
| 32 | Road A |
| 33 | Road B |
| 34 | Excavation including removal and satisfactory disposal of all materias necessary for theconstructionof roadway and side drains in accordance with specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer for berms using cutearth including compaction by power roller |
| 35 | Road A |
| 36 | Road B |
| 37 | Dismantling the Plain Cement Concrete removing and disposing of the resulting materials and back filling the trenches and pits for dismantling the existing damaged culvert including all tools and plants and all labour charges etc., complete. |
| 38 | Road A |
| 39 | Road B |
| 40 | Earth work excavation in all classes of soils except hard rockrequiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and allincidental charges such as providing and maintaining necessarycofferdams, sheeting, shoring, bracing and their subsequentremoval, removal of all logs, stumps and other deleterious matterand obstructions, trimming bottom of excavation backfilling, andclearing the site and disposal of all surplus materials etc., complete as per relevent standard specification for FOUNDATION OFBox culvert |
| 41 | Road A |
| 42 | Road B |
| 43 | Earth work excavation in all classes of soils except hard rockrequiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and allincidental charges such as providing and maintaining necessarycofferdams, sheeting, shoring, bracing and their subsequentremoval, removal of all logs, stumps and other deleterious matterand obstructions, trimming bottom of excavation backfilling, andclearing the site and disposal of all surplus materials etc., complete as per relevent standard specification for Retaining wall |
| 44 | Road B Protective wall |
| 45 | Cement Concrete of grade M15 (nominal mix 1:2:4) using40mm HBG metal including cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concreteworking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevent standard specification for LEVELLING COURSE |
| 46 | Road B Protective wall |
| 47 | Vibrated Cement Concrete of grade M15 (nominal mix 1:2:4) using40mm HBG metal including cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concreteworking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevent standard specification for LEVELLING COURSE(below sill level) |
| 48 | Road A |
| 49 | Road B |
| 50 | Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) using40mm HBG metal including cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concreteworking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevent standard specification for (below sill level) |
| 51 | Road B Protective wall |
| 52 | Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) using40mm HBG metal including cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concreteworking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevent standard specification for (Above sill level) |
| 53 | Road B Protective wall |
| 54 | Vibrated Reinforced Cement Concrete grade M25 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost and labour charges including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification for BASE SLAB, SIDE WALLS AND TOP SLAB OF CULVERT, |
| 55 | Road A |
| 56 | Road B |
| 57 | Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) using 40mm ISS hard granite broken metal including cost and conveyance of all materials tosite 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 chargesfor Tools andPlants and allother incidentalcharges etc., complete as per relevent standardspecificationfor parapet. |
| 58 | Road A |
| 59 | Road B |
| 60 | 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, including over lapping to the required length wherever necessary 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. |
| 61 | Road A |
| 62 | Road B |
| 63 | Providing and fixing of Seepage Pipes of 100mm dia. using PVC pipes of requied lengths for 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 granite metals at the periphery and labour charges for fixing, etc., to drain of the backfill in the retaining wall. |
| 64 | Road B Protective wall |
| 65 | Filling the batter side with carted earth at an average lead of 1 kms. including all cost, conveyance and filling charges for the construction of road way and side drain in accordance with specification and the lines grades and cross section as shown in drawing or as indicated by the engineer including all other incidental charges etc., complete. backfill in the retaining wall. |
| 66 | Road B Protective wall |
| 67 | Formig Diversion roadusing carted earth an average lead of 5 km including cost of earth and conveyance charges including spreading charges with compacting by power roller etc, complete. for diversion road |
| 68 | Road A |
| 69 | Road B |
| 70 | 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 |
| 71 | Road A |
| 72 | Road B |
| 73 | 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 |
| 74 | Road A |
| 75 | Road B |
| 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 | Quoted value |
| 81 | Final Quoted Value |
| 82 | Add GST at 18% of Final Quoted Value |
| 83 | Total Value of Contract Including 18% of GST |
| 84 | Basic cost of value put to tender as per Estimate |
| 85 | Quoted Rate in Figures (Total Value of Contract Including 12% 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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