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Construction Of Bridge At Perumal Koil Pathy Road In Alandurai Town Panchayat, Alandurai Town Panchayat-Tamil Nadu

Town Panchayats-TP has published Construction Of Bridge At Perumal Koil Pathy Road In Alandurai Town Panchayat. Submission Date for this Tender is 04-02-2020. Bridge Work Tenders in Alandurai Town Panchayat Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

23368242
Construction Of Bridge At Perumal Koil Pathy Road In Alandurai Town Panchayat
Open Tender
Indian
Tamil Nadu
Alandurai Town Panchayat
04-02-2020

Tender Details

Construction Of Bridge At Perumal Koil Pathy Road In Alandurai Town Panchayat

Key Value

Document Fees
Refer document
EMD
INR 118000.0 /-
Tender Value
INR 1.18 Crore /-

BOQ Items

Name of Work: Construction of Bridge At Perumal Koil Pathy Road in Alandurai Town Panchayat
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dismantling RCC in the existing bridge including all labour charges etc., 26 M3
2 2 Dismantling stone masonary in cement mortor wall under 3 m high 41 M3
3 3 Earth work excavation for foundation in all types of soils and sub soils including soft disintegrated rock and soft rock to the full depth as may be directed except in hard rock requiring blasting, including necessary string, strutting, shuttering, bailing or pumping out sub soil water, removal of slush wherever necessary and also including refilling the sides of foundations with excavated soil in lavers of 15 cm. thick, well rammed and consolidated depositing the surplus earth within the compound in places shown by the departmental officers with all leads and lifts and clearing and leveling the site etc. complete complying with the standard specifications, drawings and as directed by departmental Engineers SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 . 2839 M3
4 4 Cement concrete of mix 1:4:8 (one cement four sand and eight course aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII . 75 M3
5 5 Supplying and erecting in the position of centering for sides and soffits including necessary supports for plinth beam and Drainage sides using mild steel sheet of 90 cm x 60 cm and or suitable size stiffened with welded-mild steel angle of size 2mmx25mmx3 mm etc. complete complying with standard specifications and as directed the departmental officer TNDSS NO: 30&86\n\nI.Plain Surface 1287 m2
6 5.1 II. Curved Surface 36 m2
7 5.2 III Deck Slab 121 m2
8 6 Plain Cement concrete of mix (M20)1:1.5:3 (one cement One and half sand and Three course aggregate) using hard broken granite stone jelly of 20 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete.Vibrator). TNDSS NO: 24 954 M3
9 7 Vibrated Reinforced cement concrete of mix(M30) 1:0.75:1.5 (one cement three fourth sand and one and half aggregate) using machine crushed hard broken granite stone jelly 20 mm gauge and 12mm gauge for RCC works in DECK SLAB, DIRT WALL, BED BLOCK (excluding cost of providing centering and fabrication of reinforcements which shall be measured and paid under separate items but including curing etc. and including fixing fan clamps or hooks, after laying of Electrical conduct pipes, junction boxes wherever required etc. complete complying with standard specifications and drawings and as directed by departmental Engineers (Using Vibrator). TNDSS NO: 76 M3
10 8 Supplying, Fabricating and placing in position mild steel or deformed steel bars for all reinforced cement concrete items of work including cost of steel transporting straightening cutting, bending, cranking binding welding etc. Including cost of binding wire MS.chairs laps to fix the reinforcement in all positions, all labour and materials complete complying with standard specifications and drawings and as directed by the departmental Engineers TNDSS NO: 86 . 8360 kg
11 9 Providing filter media behind the abutments and wings with clean III graded materials 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications fo Roads and Bridges " Fourth Rovision Cl. 309-3-2-13 and 305-4-4 etc., complete 1cum 35 M3
12 10 Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete. 6 Nos.
13 11 Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings 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., to drain of the backfill IN THE ABUTMENTS AND WINGS, - 104 Rm
14 12 Supply and Fixing of 20mm thick Bitumen Pad including cost and conveyance of all materials to site and all labour charges etc., complete as per stand specification. 8 M2
15 13 Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. 90 M3
16 14 Providing and laying Well Gravel to the specified thick including cost and conveyance of Well gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH 540 M3
17 15 Construction of Granular Sub base by providing Grade I materials spreading in uniform layers onprepared surface, mixing by mix in place method at OMC andcompacting with vibratory roller to achieve thedesired density, including all labour charges etc., completeas per clause 401 of MORTH & H specifications 180 M3
18 16 Providing and laying ,spreading and compacting using 0.396m3 of 45-22.40mm graded metal,0.528m3 of 22.40-4.75mm graded metal and 0.396m3 of 4.75mm and below size graded stone aggregate to wet mix macadam (WMM ) 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 graded metal with vibratory roller to achive the desired density complete as per MORTH specifications.111,112,406 & 900 135 M3
19 17 Providing and laying Priming coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) for 10 Sq.m for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinary, fule and all other incidental chrages etc., complte as for clause 502 of MORTH Rev-5. 900 M3
20 18 Providing and laying tack coat 2.50 Kg / 10 Sq.m over WMM surface using of Emulsion Bitumen (RS1) for 10 Sq.m and cost Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cast as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MORTH specifications.111,112,501,503 & 900. 900 M2
21 19 Providing and laying 50 mm conslidated thick Dense Bituminuous macadam using 0.24 cum of 26.50-13.20 mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm and below and with 53.20kg of vt 30 bitumen premixing 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 tons capacity,conveying the mix by tipper trucks to work site,spreading the mix uniform thickness of 50mm with paver to the specified grade and cross sections and compaction by vibratory/ pneumapic roller to the required density etc., including labour for accending to pavor at sites etc., including hire charges and fuel charges for 20-30 CMP with bitumen tipper trucks, paver finisher/9 m paver finisher,vibratory/ pneumapic rollers and all other tools and plant required including to all other incidental charges etc., complete as per specification using CMP as clause 505 MORTH Rev-5. 45 M3
22 20 Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and blow with 46.28 kgs of VG 30 /VG 40 bitumen and 4.02 kg of shreded plastit wast for premixing for 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20–30 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 40 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic roller to the required density etc., including labor for attending to paver 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 fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5. 27 M3
23 21 Wearing coat M30 mix Plain Cement Concrete 1:0.75:1.5 Mix (One part cement, two part sand and four part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications. 96 M2
24 22 Road marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface,Providing and laying of hot applied thermoplastic compound 2.5 mm. thick including reflectorising glass beads @ 250 gms. per sqm. area, thickness of 2.5 mm. is 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 MORT & H specification No.803). 40 M2
25 23 Painting the new walls two coats over one coat of priming with best Emulsion paint of approved colour and quality including preparation of surface and finishing neatly etc., complete complying with standard specification and as directed by the department officers etc., complete complying with standard specifications. 171 M2
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