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Beautification Work Of Paliwal Park. - Holes 1.2 m dia and 1.2 m deep (DSR HORT. 2020. 2.14.1) 2 Holes 90 cm dia, and 90 cm deep (DSR HORT. 2020. 2.14.2) 3 Holes 60 cm dia, and 60 cm deep (DSR HORT. 2020. 2.14.3) 4 Holes 45 cm dia, and 45 cm deep (DSR HORT. 2020. 2.14.4) 5 Flooding the ground with water including making kiaries and dismantling the same. (DSR HORT. 2020. 2.24) 6 Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. (DSR HORT. 2020. 2.16) 7 Preparation of mounds of various size and shape by available excavated/supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. (DSR HORT. 2020. 2.28) 8 Alstonia scholaris height 150-165 cm. in bag size 25 cm. (DSR HORT. 2020. 10259) 9 Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. (DSR HORT. 2020. 7.5) 10 Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. (DSR HORT. 2020. 7.8) 11 Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. (DSR HORT. 2020. 7.24) 12 Providing and stacking of Ficus panda of height 45-60 cm. with 6-7 branches and healthy foliage in p.bag of size 25 cm as per direction of the officer-in-charge. (DSR HORT. 2020. 8.26) 13 Providing and stacking of Lagerstroemia flosreginae of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. (DSR HORT. 2020. 7.50) 14 Providing and stacking of Casuarinas equisetifolia of height 150-165 cm in big poly bags of size 25 cm as per direction of the officer-in-charge. (DSR HORT. 2020. 7.15) 15 Providing and stacking of Eugenia jambolana (Jamun) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. (DSR HORT. 2020. 7.83) 16 Water Body (80x200 sqm) 17 Supply and fixing of cast iron banches as per attach photograph and analysis and direction of Engineer-in-charge etc. all complete. (APPROVED RATE AS PER NAGAR NIGAM AGRA) 18 Umbrella supply and fixing of tensile structure for size 2.5 mtr x 4.0 mtr. The structure shall be designed in accordance with I.S. 800 with the designed wind speed as defined by IS: 875 basedon location site conditions and load combinations as defined IS: 875. The mambrane should be minimum 702 GSM Ferrari fabric. The above mentioned fabric will be patented and welded with the high welding machine for 30mm wide and at the end pockets will be made to slide the kedar profile and will be fixed using special aluminium extrusions at the end of roof truss. The fabrick joints, cable saddles, mast tops and bases, and tensioning mechanisms and all relative necessary hardware and labour and transport the complete structure will be designed for wind load and live load. This also includes two coat epoxy primer and paint. The shop drawings including frame structure of stainless steel structure and febrick with all the necessary structural design to be submit before installation. The work includes 3 Nos of stone benches and area development as per drawing and attach specification instruction from engineer. (ASCL Rates) 19 Supply and fixing of RCC Bollard 900x150mm etc. all complete. (APPROVED RATE AS PER NAGAR NIGAM AGRA) 20 Providing and fizing Statue with carving the stones as per specification and drawing attached. The Statue are designed in 1.25 X 1.25 X 1.25 size Red stone carved in [Breagch style of architecture. The Item includs an required civil works like excavetion, brickwork,and ROC work. Statue material should be Hard, Compact, Fine grained, equi-granular homogeneous rocks of sedimentary nature (Sandstone) & metamorphic nature (Quartzite) Confirming to IS 3822-1977 etc. (APPROVED RATE AS PER ASCL) 21 Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :672012 made of high intensity grade sheeting type IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground byl means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shal be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends letters numerals and borders etc 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm) should base per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. (PWD SOR 2022-2023 CH. 28-SI 17.1B) 22 Direction and place Identification signs with size more than 0.90 sqm size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminium sheeting 2 Imm thick with area exceeding 0.9 sam. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete. (PWD SOR 2022-2023 CH. 28-SI 20) 23 Retro Refectories Signs (Stainless steel Frame and Post with both side sings): Supply & fixing of reflective signboard (both sides) of size 1.50x1.20 m retro reflective sheeting of HIF grade type IV, the board shall be fixed on 50mm SS 304 grade pipe and reflective sheet on 4 mm thick ACM sheet of standard make as per MORTH specificaton. The Board shall be fixed using 2 man post | 45x45x60 cm cement concrete foundation. The stainless steel joint welding of SS pipe work shall be band and grinder property including bufting so an to give uniform shining at weded joints. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of the product by the manufacture in abroad. Alternatively, la certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MORTH specification No801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. (PWD SOR 2022-2023 CH. 28-SI 26) 24 Retro-ReflectiveSheeting type-XI with 4 mm thick ACM Single Side: Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both sides aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67-2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7The sheeting shall have a pressure-sensitive adhesive of the aggressive - tack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting conforming to ASTM D4956-09 shall be Pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. (PWD SOR 2022-2023 CH. 28-SI 12) 25 6M Span overhead Cantilever Structure with 300 dia MS one vertical post. supply fixing & erection of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at the bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic Jenamel plant. The work includes the construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earthwork in excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC - M25 grade concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. (PWD SOR 2022-2023 CH. 28-SI 04) 26 Supply and fixing, Dimension : Sq.206 x 3000, Wattage : 50W LED as per attach analysis & photograph direction of Engineer-in-charge etc. all complete. (MR) 27 Supply and fixingMacy Polar Bollard, Dimension : 80 x 50 x 700, Wattage : 3W LED as per attach analysis & photograph direction of Engineer-in-charge etc. all complete. (MR) 28 Supply and fixing, Dimension : 296 x 214 x 700, Wattage : 3 x 3W LED as per attach analysis & photograph direction of Engineer-in-charge etc. all complete. (MR) 29 Supply and fixing , Dimension : Ø166 x 153 x 423, Wattage : 1 x 45W LED RGB with smps and RGB Controller as per attach analysis & photograph direction of Engineer-in-charge etc. all complete. (MR) 30 Supply and fixing ofWaterproof IP65 Power Supply, Wattage : 60W as per attach analysis & photograph direction of Engineer-in-charge etc. all complete. (MR) 31 Supply and laying & burying of PN-6 PE-63 grade 3.50mm dia 4mm thick high density polyethylene pipe with silicon coating as per IS-4984 & manufactured by ISO certified firm in center channel divider complete in all respect (as per (ADA rate) (HDC pipe). (MR) 32 Supply and laying of aluminum conductor PVC insulated armored served sheathed cables 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and on top. In surface the cable run shall be fixed on M.S. clamps etc. all suitable size or as directed by the engineer-in-charge. complete in all respect. The armoring of the cable shall be properly connected with the earth conductor by clamps etc 10sq mm 4 core. (MR) 33 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti-corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect 25A SPN. (MR) 34 Beautification of Two Traffic Islands 35 Excavation in soil mixed with moorum/shingle, kankar requiring the use of special tools & plant such as pick axes sabbals etc.foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge up to a distance of 30 M form the foundation trenches. Including royalty. (SI No. 252) 36 Providing and laying cement concrete in 1:5:10 (1 Cement :5 Fine sand 10 Brick Ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (SI No. 274) 37 R.C.C. work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Stone Grit)in R.C.C. column. 38 R.C.C. work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 for slab work excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials labor and tools and plants etc. required for proper completion of the work. Strength of the concrete shall not be less than M-150. 39 Mild Steel or iron in plain work such as reinforced concrete or reinforced brick work (When not included in and an overall rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (10 mm to 12mm tor (TMT Bars). 40 M-150 Brick work in 1:4 with Cement and coarse sand including supply of all material, labor T & P etc. required for proper completion of work. 41 M-150 Brick work in 1:3 with Cement and coarse sand including supply of all material, labor T & P etc. required for proper completion of work. 42 Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (40 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors.(SI No. 279) 43 12MM Thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not including 80mm in girth and finished even and smooth. No extra for missing any additive. 1 cement : 4 Coarse Sand. 44 P/L 18mm Black Granite Stone (super quality) flooring over 25mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry including rubbing and polishing complete. 45 Red sand stone work for wall lining etc. (veneer work) 30mm thick in cement mortar 1:3 (1 cement : 3 coarse sand) including camping jointing in white mortar 1:2 (1 white cement : 2 stone dust) with and admixture of pigment matching the stone shade. 46 Providing and laying Vitrified tiles in floor of 600x600 mm size (thickness 10mm), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer, in desired colour and shades, laid with cement based high polymer modified quick set tile adhesive (water based) confirming to IS : 15477 including grouting of joints. (Chapter-14 Sl. No. 15 New Item) 47 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast iron P or S trap, 10 litre low lavel white P.V.C. flushing cistern, including flush pipe, manually control device (handle laver) confirming to IS : 7231, with all fitting and fixtures complete, including cutting and making good the walls and floors wherever required : white vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. 48 Providing and fixing wash basin with C.I. brackets 15mm C.P. brass pillar taps 32mm C.P. brass waste of standard pattern including painting and fitting and brackets cutting and making good the walls wherever require : white vitreous china wash basin size 630x450mm with a pair of 15mm C.P. brass : pillar taps. 49 Providing and fixing white vitreous china flat back half stall urinal of size 550x350 mm with white PVC automatic flushing system with fittings standard size C.P. brass flush pipe spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556 C.I. trap with outlet grating and other coupling in C.P. brass including painting of fitting and cutting and making good the wall single half stall urinal with 5 meterP.V.C. automatic flushing system all completer. (Chapter-24, Sr. No. 4(A)) 50 Supply and fixing of 150mm dia PVC pipe confirming to ISI make working pressure 6kg/cm including testing labour T&P etc. all complete. 51 Supply and fixing of 110mm dia PVC pipe confirming to ISI make working pressure 6kg/cm including testing labour T&P etc. all complete. 52 Supply and fixing of 110 mm dia PVC band etc. all complete. (I.S.I. Mark only) 53 Supply and fixing of 110 mm dia PVC TEE etc. all complete. (MR) 54 Providing and fixing 3 layer PP-R (Poly Propylene Random copolymer) pipes SDR 7.4, U V Stabilized & anti-microbial fusion welded, having thermal stability for hot and cold water supply, including all PP-R plain and brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge. PN-16 Pipe, 16 mm OD 55 Providing and fixing 3 layer PP-R (Poly Propylene Random copolymer) pipes SDR 7.4, U V Stabilized & anti-microbial fusion welded, having thermal stability for hot and cold water supply, including all PP-R plain and brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge. PN-16 Pipe, 25 mm OD 56 Providing and fixing 3 layer PP-R (Poly Propylene Random copolymer) pipes SDR 7.4, U V Stabilized & anti-microbial fusion welded, having thermal stability for hot and cold water supply, including all PP-R plain and brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge. PN-16 Pipe, 32 mm OD 57 Supply and fixing 25mm dia brasslate valve etc. all complete. 58 Supply and hosting of syntax or equivalent high density polythene seamless of piece molded tanks and placing the same in proper position including all taxes, labor and T&P etc. for proper completion of work. Tank should be ISI marked syntax or equivalent for 200 liters. (NBO 703(A)) 59 Supply & fixing 1.5 HP submersible pump of I.S.I marked all complete. 60 Supply and fixing brass stock cock heavy quality (Gem Mikado/Excess’s Williams or eqv.) (20mm dia 400 gms) 61 Mild steel or iron work in heavy sizes such as trusses. Built up gates record rack, roof work. Gates etc. brought to required form including drilling holes riveting or welding where necessary and also including supply of steel, bolts, nuts wastage etc. and their fixing required for proper completion of the work(SI No. 503) 62 Finishing walls putty approved brand and manufacture and of required shade and undecorated wall surface to give and even shade over and including curing and cost of all materials. (S. No. 27 New) 63 Finishing walls with exterior emulsion paint (Apex) of approved brand and manufactured and of required shade and undecorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applied @ 0.75Ltr./10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat. 64 Supply & fixing of 32 mm thick flush doors, commercial quality conforming of I.S. 2202 part 1 (1983) including fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts, locks, handles, springs, fitting with necessary screw to be supplied departmentally. (SI No. 470(A)) 65 Supply and fixing 2mm thick alluminum sheet. (MR) 66 Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) with R.C.C. top slab with 1:2:4 mix (1 cement: 2 Coarse Sand : 4 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in side plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :4 coarse sand : 8 graded stone aggregate 20 mm nominal size) inside with a floating coat of neat cement complete as per standard design (inside size 600x880mm and 450mm deep including C.I. cover frame) 67 Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) with R.C.C. top slab with 1:2:4 mix (1 cement: 2 Coarse Sand : 4 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in side plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :4 coarse sand : 8 graded stone aggregate 20 mm nominal size) inside with a floating coat of neat cement complete as per standard design (inside size 900x800mm and 500mm deep including C.I. cover frame) 68 Supply and lowering of 200 mm dia 6 kg/cm2 PVC pipe (Phenolex or apb by E/I) all complete. (I.S.I. Mark only) (MR). 69 Supply and fixing of light point. 70 Supply and fixing of light fitting switch board. 71 S/L/J of 20mm dia PVC conduct pipe etc. all complete. 72 Supply and fixing of wiring Sub Main. 73 Supply and fixing of plug power point 15mm. 74 Supply and fixing of 27 watt. CFL etc. all complete. 75 Lettering & painting of wall etc. all complete. 76 Finishing walls with textured exterior paint @3.28 leter per 105cm of approved brand and manufacture and of required shade on undaccrated wall surface to give even shade over including cutting and cost of material labour T&P etc. required for proper completion of work for two coat over one coat of primer applied 2.20ltr 10sqm. 77 Providing and fixing of channel gate etc. all complete. 78 Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per (Cost of aluminum snap beading shall be paid in basic item) : (iii) with float panes of 8.0mm thickness. 79 Excavation in soil mixed with moorum/shingle, kankar requiring the use of special tools & plant such as pick axes sabbals etc.foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge up to a distance of 30 M form the foundation trenches. Including royalty. 80 Providing and laying cement concrete in 1:5:10 (1 Cement :5 Fine Sand :10 Stone Ballast 40 mm guages) and curing complete, including cost of form work in foundation and floors. 81 Supply & fixing of pre-cast M-30 cement concrete Coloured RUBBER MOLD INTERLOCKING TILES over 40mm thick local sand bed, with 3mm thick joints filled with local sand including leveling, tempering and sweeping etc., interlocking bricks will be as description given in direction issued by the IRCSC-03-2004 and should be ISI marked all complete. 80mm thick, Strength should not less than M-30 (tiles shape decided by Engineer-in-charge with ISI Mark). 82 Sub Total (A) 83 Add / Deduction For Estimate Figure Amount Match 84 Grand Total
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