Municipality Tender

Earthwork in excavation for cutting 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification etc., complete and as directed by the departmental officer in charge of the work

Filling Sand in foundation trenches as per drawing and technical specification Clause 305.3.9MORD & 304 MORTH filling in trench portions This rate including cost of sand, transportation charges all labour charges and other incidental charges etc complete and as directed by the departmental officer in charge of the work. But excluding seigniorage charges.

Plain Cement concrete (1:4:8) using 40 mm SS5 - M/C HBG metal including cost and conveyance of all materials like cement, fine aggregate; coarse aggregate, water etc hire and labor charges for machine mixing, laying, Compacting Finishing, Curing etc., complete as per SS and as directed by the departmental officer incharge of the work. But excluding seigniorage charges.

Providing Concrete for plain/ reinforced concrete (1:2:4) Nominal mix in open foundations using 20 mm nominal size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including cutting for 14 days complete as per drawings and technical specifications etc., complete and as directed by the departmental officer in charge of the work But excluding seigniorage charges only. 350mm Dia drains

Providing Concrete for plain/ reinforced concrete (1:2:4) Nominal mix in open foundations using 20 mm nominal size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including cutting for 14 days complete as per drawings and technical specifications etc., complete and as directed by the departmental officer in charge of the work But excluding seigniorage charges only. 350mm drain walls - (0.20+0.15)/2

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded etc., complete and as directed by the departmental officer in charge of the work

RCC M- 20 Nominal mix using 20mm size graded machine 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 & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering for culvert bed blocks and slabs etc., complete and as directed by the departmental officer in charge of the work But excluding seigniorage charges only.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.

Bailing out of water from the trench with oil engine driven pumpset of capacity 5 HP. The rate including hire charges of oil engine, fuel charges, wages for driver, helper, etc., complete as directed by the departmental officer in charge of the work.

Engaging of Men/Women mazdoor. The rate including labour charges, incidental charges, labour charges for fixing to culvert slabs including scaffolding and labour charges etc., complete as directed by the departmental officer in charge of the work.

Carting away of excavated earth/ debris to a lead of 2 Km. The rate including Loading,Unloading charges by manual means including idle Hire chrages of trucks etc., complete and as directed by the departmental officer in charge of the work.

House Service connection on 15mm GI pipe with pp Saddle ,Compression Fittings, , nipple, Union , stop cock and ferule including all material, incidental charges and labour charges etc complete. S& F 15 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete (BMW-F.79) etc., complete and as directed by the departmental officer in charge of the work

House service connections (Regulating brass ferrule) The Ferrule of pressure rating PN 10. The cost shall include testing of all materials, labor, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking and fixing etc., complete as specified and directed by the departmental Engineer in charge, but excluding all taxes. 1/2" dia

S & F 12.7 mm NP stop cock Indian makeheavy duty (BMW-E.01) etc., complete and as directed by the departmental officer in charge of the work

House service connections (PP Saddle)PP Clamp saddles-PP clamp Saddles shall be manufactured by injection moulding using virgin polypropylene. Mechanical tapping saddles for water works purposes and designed for use with PVC/PE pipe as per IS 4985/IS 4984 respectively. These saddles should be contoured to fit around the pipe. PP saddles shall be Blue/Black moulded-in with Nickel plated Brass / SS 304 metal female threaded outlets. Seal shall be thermoplastic elastomer rubber suitable for drinking water and nut-bolt-washer with SS. The PP Clamp saddle fittings shall be mouldedwith SS 304/Nickel plated Brass female threaded outlet inserted to connect necessary fittings. Thread dimension shall conform to IS-554/ISO-7. Adequate thickness of PP shall be provided to hold brass insert in place and avoid leakage while pressure applications. Fasteners shall be threaded type, with SS. Fasteners of size 125mm and above. The grade of raw material used must be certified by WRAS, UK for type test as per BS 6920 from their certified laboratories like NSF International Ltd. UK and certificate of Compliance to be produced for the following parameters: i) Odour&Flavour of water ii) Appearance of water iii) Growth of Micro Organism iv) Extraction of Substances that may be of concern to public health (Cyto toxicity) v) 110 x 1/2" PVC Saddles (MAT-08323) etc., complete as and SS and as directed by the departmental officer in charge of the work

S& F GIunion 12.7 mm Ist Quality (BMW-F.01) etc., complete and as directed by the departmental officer in charge of the work

Total:

Rupees Five Lakhs fifty two thousand two hundred and thirty three only

Percentage in Figures

Deputy Executive Engineer

Nidadavole Municipality

SCHEDULE 'A' PART -II

Seigniorage Charges

Provison for NAC 0.10%

Provison for GST 18%

Provision for APPMS works module 0.15%

Provision for MERIT @ 2% on sergniorage charges

Provision for DMF @ 30% on seigniorage charges

Deputy Executive Engineer

Nidadavole Municipality