Public Health And Municipal Engineering Department Tender

Collection and supply of filling sand including cost and conveyance of material to work site, and labour charges etc… complete for Compound wall Bed

Supply of HYSD 415 grade steel including cost and conveyance to site and labor charges including cutting, bending binding, fabrication of rainforcement including cost of binding wire etc.. complete.

Colour washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD

Brick Masonary in CM(1:5) with Bricks traditional size 23x11x7 cms 2nd class including cost and conveyance complete.

Earthwork in excavation by Mechanical Meansas per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

RCC M 20 design mix (cement,fine aggregate,coarse aggerate ) corresponding to Table-9 of IS 456 using 20mm size graded mechine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate (sand) coarse aggregate water etc ., to site and including seigniorage charges ,sales and other taxes on all materials including all operational , incidental and labour charges such as mechine mixing laying concrete ,curing etc..,complete but excluding cost of steel and its fabrication charges for finishing item of work for Compound wall For Footings

Vibrated Reinforced Cement Concrete M25 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work Footings

Plastering with CM (1:3) 20mm thick including cost and conveyance of all material, labour for mixing material, laying and curing etc.. Complete.

RCC M 20 design mix (cement,fine aggregate,coarse aggerate ) corresponding to Table-9 of IS 456 using 20mm size graded mechine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate (sand) coarse aggregate water etc ., to site and including seigniorage charges ,sales and other taxes on all materials including all operational , incidental and labour charges such as mechine mixing laying concrete ,curing etc..,complete but excluding cost of steel and its fabrication charges for finishing item of work for Compound wall For Columns

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost,seignorage of all materials and 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 base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORTH specification.406 (4th revision) for finished item of work.

Filling with sand in trenches sides of foundations and basement with intial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997

RCC M 20 design mix (cement,fine aggregate,coarse aggerate ) corresponding to Table-9 of IS 456 using 20mm size graded mechine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate (sand) coarse aggregate water etc ., to site and including seigniorage charges ,sales and other taxes on all materials including all operational , incidental and labour charges such as mechine mixing laying concrete ,curing etc..,complete but excluding cost of steel and its fabrication charges for finishing item of work for Compound wall For Plinth Beam

Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for pedastals

Designing, construction & erection of MS and Pre-fabricated Engineered building (PEB) combined fabricated superstructure designed as per relevent I.S. Code with a height of 5.00 m (eaves) above finished plinth level of 13.05m (Ridge) with adequate air turbine ventilator system, wall clading and roof sheeting 0.50 m, coloured coated galvalume profie sheet, MS Works with bracings, trusses, purlins, all primary members hot rolled with one coat red oxide primer and two coats synthetic super enamel paint, all secondary members cold formed with one coat of red oxide primer and two coats of enamel paint including entire sub-structure up to plinth level with footings, columns, pedestals, plinth beams with suitable foundation, PEB anchor bolts

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work excluding seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308)

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) (Rapid Setting) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD.

Providing and laying of 50 mm thick Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of (excluding seigniorage) charges of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th Revision)

Plain Cement Concrete corresponding (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

Excavation in Excavation for structure as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal up to a lead of 50m dressing of sides and bottom and bottom back filling in trenches with excavated suitable material as per technical specification as per MORD/MORTH