Providing and fixing football turf (Natural grass) over the existing ground at Massordem for Valpoi Municipal Council.(2nd Call)

Amount

Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) All kinds of soil

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : a) All kind of soil

Surface dressing of ground including removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m. Hard soil

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a All works upto plinth level

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : B) In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.

Centering & shuttering including Strutting, Propping & removal of forms for : ii) Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like

Centering and shuttering including struttings, propping etc. and removal of forms for, xiii) Suspended floors, roofs landings, shelves & their supports

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers (excluding rock) not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer.

Providing water proofing treatment over the new R.C.C. roofs terrace toilet by spreading cement slurry over the R.C.C. slab and laying of 10cms. Average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of Hindustan water proofing co. Or equivalent jointless water proofing plaster of mix 1:3 ( 1 cement : 3 find sand), finished smooth with wooden trowel with false marking of 30 cms square. The vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost of initial treatment of roof slab as follows. The injunction of damp proof or equivalent compound with cement solution will be given as and when found necessary for filling honey comb, cracks etc. in the R.C.C. slabs). NOTE: cement consumption 25 kg/sq.m.

Supplying and fixing C.I. cover without frame for manholes: a) 445x610 mm rectangular C.I. cover (light duty) weight of cover to be not less than 23 kg.

Supplying and stacking of (contractor's material) Murrum/earth at site,having P.I. Value not more than 6 & Spreading the earth/hard soil in layers not exceeding 250 mm in depth breaking clods, watering rolling each layer with half ton roller or wooden or steel hammers and rolling every third and topmost layer with power toller of minimum 8 tonne and dressing up in embankment for roads, flood banks, marginal and guide banks and filling up of ground dressing etc. complete.

Providing and installation of the corrugated perforated pipes wrapped with geo-textile sheet as per IS Code 9271 2004 with all fittings as directed by the Engineer-in-Charge.

Providing and laying filter media with Granular materials crushed stone Aggregates satisfying the rerquirement As Per Clause 2504.2.2 of MOSRT & H Specification to a thickness of 500 mm laid horizontally in layers of 250mm thick and compacted to firm condition etc. complete as direction by Engineer-in-charge.

Supplying and stacking of good earth at site including royalty and carriage upto 1 km. (earth measured in stacks will be reduced by 20% for payment)and Spreading of Good Earth in required Thichness.

Supplying and Spreading of river sand in required thickness .

Turfing Lawns with Fine Grassing including Ploughing, Dressing (Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of0.6 cum per 100 sqm)

Maintenance of Lawns or Turfing of Slopes (Maintenance of lawns or Turfing of slopes (rough grassing) for a period of 5 years including watering etc)

Supply and spreading of slugde of 50mm for ground as per specification

Design, supply, installation, testing and commissioning on site Sprinkler Irrigation System with the following items of approved make/brand: HDPE pipe PE-80, 63mm O.D., 6Kg/cm2 pressure rating having ISI mark.- min 350 rmt Clapet Valve/ Riser Quake Release Control (RQRC) Valve -14 nos. Portable M.S.tripod stand with Sprinkler nozzle and fittings - 6 nos. Nylon braided hose pipe 3/4" ( 30 mt. roll) - 6 nos. PVC Air valve - 1 no. Clapet riser - 14 nos. Brass full way valve (heavy duty) with wheel of approved quality 50mm NB - 2 nos. Note: The contractor shall design the layout and submit shop drawings and technical details of all items of approved brand/make to be incorporated in the work for approval of Engineer before commencement of work. The afore-mentioned items are minimum requirements and contractor's quote shall also include incorporation of any additional item which may be found essentail/necessary for the successful commissioning and operation of sprinkler irrigation system. The scope of work under this item shall be restricted to the overall size of grass turf.The scope of work under this item shall also include all connected civil works such as excavation, refilling, PCC, plastering brick masonary chambers with heavy duty C.I./precast concrete cover for valves etc. and any other ancilliary works required for successful commissioning of sprinkler irrigation system and as per the direction of Engineer. The Contractor shall consider all above in his quote.

Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge d) size 900 x 400 x 100 mm cm with reinforcement not less than 4.2 kg perunit

Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete. Conforming to IS: 4985-2000, and bearing ISI mark Class 4 kg/cm2. A) Outer Dia in mm 63mm From bore well to the water sump

Providing and fixing brass full way valve (heavy) duty with wheel of approved quality : 65 mm nominal bore .

Providing and fixing non-return valve of approved quality : e) 65 mm nominal bore .

Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the engineer in-charge. Outer Dia in mm (a) 63 mm From bore well to the water sump

Setting of drilling rig on the drilling site and its shifting after completion of bore wells, drilling 203/150mm dia bore hole in all types of starta up to a maximum depth of 100mts and collecting and supplying representative simple of all soil rock strata encountered during drilling etc. complete. Over burden drilling 203mm dia and drilling through rock should be 150mm dia. Metre Dia. Of the bore well=150mm Total length assumed -75m

Development of borewell using air compressor air/back washing for a period of and less than hours until all lines are flushed out and steady discharge is attend & measuring the well discharge on 90 degree V notch or with a barrels and stop watch. tube wells by uo to compressed air/back washing for a minimum period of two hours and all fines are flushed out including equipment for re-drilling and its removal after completion. Dia. Of the bore well=150mm Number of bore wll proposed

Providing and fixing threaded well cap of cast iron/G.I suitable for 150mm (6) dia casing pipes bore wells as directed. Dia. Of the bore well=150mm Number of bore wll proposed

Supplying and erecting minimum Three & above star rated submersible pump set of 1.5 KW/2 HP with 230 V, 50 c/s AC supply suitable for 100 mm dia. borewell suitable for 155 to 425 LPM discharge at 28 to 11 m head & (max. efficiency at 24 m head & 130 lpm) discharge & delivery pipe of Size-65 mm diameter with a necessary H type clamps as per specification No. WPSMP

M & M CONSTRUCTION