Nabard Ridf-Xxvii-Tharangambadi Town Panchayat-Bt Road And Retaining Wall Kala Kala Samy East And Kennadiyar St Nabard Ridf-Xxvii-Tharangambadi Town Panchayat-Bt Road And Retaining Wall Kala Kala Samy East And Kennadiyar St
Tender Value
1.29 Crore
Estimated cost
Bid Submission
22 Mar 2022
0 days left
EMD
1.29 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tharangambadi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Nabard Ridf-Xxvii-Tharangambadi Town Panchayat-Bt Road And Retaining Wall Kala Kala Samy East And Kennadiyar St Nabard Ridf-Xxvii-Tharangambadi Town Panchayat-Bt Road And Retaining Wall Kala Kala Samy East And Kennadiyar St
BOQ
| Sl. No. | Item Description |
| 1 | HGS SS.20.A. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales,murram, gravel, stoney earth and earth mixed with small size boulders SS.20.A. MORTH 301 |
| 2 | Collection and Spreading the U.S gravel including cost and conveyance of all materials from approved quarries as noted in the lead chart to the road site including loading, unloading and stacking them to departmental gauge for premeasurement including labour charges for spreading leveling to camber and consolidated by power roller etc complete as per MORTH Specification 401 and 1015. |
| 3 | Granular Sub-base by providing close graded material,mixing in a machanical 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 acheive the desired density,Complete as per clause 401.MORTH |
| 4 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam to a required thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 5 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 |
| 6 | Providing and laying Tack Coat over WBM/WMM surface (treatedwithprimer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous 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 MORTHRev-5and caution boards, danger lights etc.,complete as per clasue 404 of MORTH standard Specification. |
| 7 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm &below and with 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials toCMPsite,heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc.,including labou for attending to paver at site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plant required,including fuel and all other incidental charges etc.,complete a sper specification using CMP as per clause 505 MORTH Rev-5 |
| 8 | Providing and laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of2.36 mm & below with 50.30 kgs of 60/70 Grade Bulk bitumenfor premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M,Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5 |
| 9 | Road Marking With Hot Applied Thermoplastic Compound With Reflecting Glass Beads on Bituminous Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.50mm Thick including reflectorising Glass beads @ 250gms per SQM Area Thicness of 2.50mm in exclusive of surface applied glass beads as per IRC:35 The Finished surface to be level Uniform and Free from Streaks and holes etc Complete as per MORTH Specification of MORTH Clause No. 803 |
| 10 | Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, leveling, sectioning breaking clods etc., includingall incidental charges etc., complete as per standard specification . for FoundationsSS 20B |
| 11 | Cement concrete of mix 1:4:8 (One cement four and eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including labour charges, transporting and placing in position including shoring, strutting forming protective bunds, cofferdams bailing out of water labour for mixing 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. |
| 12 | Supplying & Erecting of steel centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). |
| 13 | Retaining wall |
| 14 | Vibrated PCC 1:2:4 (One cement Two sand and four aggregates) mix using 20mm gauge hard granite broken stone jellyin all RCC works connected to the work excludingshuttering , Centering and cost of Reinforcement grills butincludingcuring ,finishingetc complete with standard specification and as directed by Engineer incharge. |
| 15 | Towards the charges for routine maintenance of the road work executed under NABARD SCHEME including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost. |
| 16 | Clearing and Grubbing by LightJungle removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness as rubbish including all other incidental charges etc., complete as per MORTH Specification 111, 112, 201. |
| 17 | Upkeeping 1st year (50%) |
| 18 | Upkeeping 2nd year (60%) |
| 19 | Upkeeping 3rd year (60%) |
| 20 | Upkeeping 4th year (60%) |
| 21 | Upkeeping 4th year (60%) |
| 22 | Earth Work excavating and deposting on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, Stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS20A for making up the berms. as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision [Twice in a year] |
| 23 | Upkeeping for 1st year (40%) |
| 24 | Upkeeping for 2nd year (40%) |
| 25 | Upkeeping for 3rd year (40%) |
| 26 | Upkeeping for 4th year (40%) |
| 27 | Upkeeping for 5th year (40%) |
| 28 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503 |
| 29 | 4 th year 3% |
| 30 | 5 th year 5% |
| 31 | Providing and laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of2.36 mm & below with 50.30 kgs of 60/70 Grade Bulk bitumen cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M,Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5 |
| 32 | 4 th year 3% |
| 33 | 5 th year 5% |
AI Tender Summary
Tender Timeline
Mar 14, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMar 22, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 23, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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