Municipal Administration And Water Supply Department Tender

Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev V Specifications

Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications

Providing and laying Bituminous concrete to30/ 40mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 46.28 kgs of 60/70 bitumen & 4.02 Kg of Plastic waste (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates 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 in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.

Earth work excavation for foundation in all kinds of soils and subsoils to full depth as may be directed except hard rock requiring blastering inclusive of shoring strutting and bailing out water wherever necessary and refilling the sides of foundation which excavated earth in layer of 15cm thick well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with intial lead of 10 metres and initial lift of 2 metres etc., complete.23 & 24 V, VI S2

Cement concrete 1:4:8 mix ( One cement four sand and eight aggregate) using 40mm ISSmetal including mixing, laying, consolidating curing cost and conveyance of all materials to site and all labour charges etc., complete as per MORTH specifications.

Supplying, erecting mild steel with shuttering using MS sheets stiffened with MS angles, laid over country wood joists and side supported with casurina props for plain cement concrete wall works as directed by the departmental officer etc., complete.30(S) 86 86 A V, VI (S3) VII as per MORTH specifications.

Cement concrete 1:2:4(One cement and two sand and four aggregate) using 20mm machine chips including cost of centering (for sides and supports), Expansion joint using bitumen pad and other materials and labour charges etc., complete as per std. specification.30 V, VI (S5) VII & 13 as per MORTH specifications.

Plastering with cement mortar 1:4 mix (One cement and four sand ) 20 mm thick including cost, conveyance of all to site and curing charges etc., complete complying with standard specification. as per MORTH specifications. (S.I.309)