}

Tender For Estimate Amount : Rs.12,80,000/-Strengthening Of Masthankollai Road Km 0/0 - 0/180 At Thandanthottam Panchayat, Thanjavur-Tamil Nadu

Rural Development And Panchayats Department has published Tender For Estimate Amount : Rs.12,80,000/-Strengthening Of Masthankollai Road Km 0/0 - 0/180 At Thandanthottam Panchayat. Submission Date for this Tender is 28-07-2025. Road Work Tenders in Thanjavur Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

50267422
Tender For Estimate Amount : Rs.12,80,000/-Strengthening Of Masthankollai Road Km 0/0 - 0/180 At Thandanthottam Panchayat
Tender
Indian
Tamil Nadu
Thanjavur
28-07-2025

Tender Details

Tender For Estimate Amount : Rs.12,80,000/-Strengthening Of Masthankollai Road Km 0/0 - 0/180 At Thandanthottam Panchayat; 1 Strengthening of Masthankollai Road Km 0/0 - 0/180 @ Thandanthottam Panchayat 2 Earth work excavation and depositing on bank with initial leadof 10metresand lift of 2metres as per SS 20A including breakingclods,sectioning,ramming etc., complete as directed by the dept. officers for formation.(SI. No.61) 3 Picking the existing worn out BT surface to an average thickness of 50 mm including labour charges and machinery charges etc complete 4 Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). 5 Providing and laying Water Bound Macadam Grading - II (63mm to11.20mm) IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.21cum for 10 sqm and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) 6 Providing and laying Water Bound Macadam Grading - III (63mm to11.20mm) IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.21cum for 10 sqm and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) 7 Applying TACK COAToverPrimed WBM surface at 2.5Kgof RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp 8 BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste ProvidingandlayingBituminousConcreteto30/40mmthickusing0.13cumof19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumenand3.02KgsofWastePlasticforpremixingper10sqmincludingcostand conveyanceofallmaterialstoCMPsite,heatingthebitumenandaggregatetorequired temperatureandmixingtheminrequiredtemperatureincentralhotmixplant20-30ton capacity,conveyingthemixbytippertruckstopaversite,spreadingthemixtouniform thicknessof40mmwithmechanicalpavertothespecifiedgradesandcrosssectionsand consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending topavertositeetc.,including hirechargesandfuelchargesfor 20-30tCMPwithbitumen boiler,tippertrucks,PaverFinisher,Vibratoryrollerandallothertoolsandplantrequired, including fuel and all other incidental charges etc., complete as per specification using CMP asper clause 507 of MORTH Rev-5 9 Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, wateringand compacting by Power roller to achieve the required Proctor density at 100% compaction 10 Culvert 1.50m Span 11 Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B etc 12 Supply of sandand filling in to the foundation including cost and conveyanceto the siteand all labour charges for filling as per standard speecifications 13 Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor Levelling course 14 Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Foundation 15 Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor Superstructure 16 Reinforced cement concrete 1:1.5:3 mix using 20mmISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Deckslab 17 Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works 18 Supplying and erecting centeringshuttering includingnecessary supportsforplane surface infoundationandsuperstructureforAbutment /pier using mild steel sheets of size 90 x 60 cm and 10 guagestiffened, weldedwithmild steel angles ofsize25mmx25mmx3mmforboardinglaidoversilver oak(country wood) scantlings of size 10cm x 6.5cm spacedof about 90cm centretocentreand supported by casurina props of 10cm to 13cm dia spacedat 75cmcentretocentre complete complying with standardspecificationsandasdirectedbydepartmental officers etc. 19 Below Gl 20 Above Gl 21 Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BackFill IN BETWEEN THE ABUTMENTS AND RETURNS. 22 Provision for Name Board and Photo Charges 23 GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column BB for all works in this package}

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Tender Value
INR 12.80 Lakhs /-
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