(1) Proposed Landscape for Institute of Public Health Convention Centre, NHM Campus, Namkum, Ranchi

Sl. No. Item code Item Descriptions Quantity Unit Rate Rate Amount

ACADMIC BUILDING

1 GEM Supply and installation RCC Park Bench complete as per Architectural drawing and direction of Engineer-in-charge. Product id: 5116877-12191136687. 57.000 Each 9740.550

2 MR SCULPTURE 2.000 Each 637,972.50

3 MR Supply and installation Dhanvantri statue (Bronze statue 5' height) complete as per Architectural drawing and direction of Engineer-in-charge. 1.000 Each 933,963.00

4 GEM Supply and installation Net For Tennis complete as per Architectural drawing and direction of Engineer-in-charge. 1.000 Each 4,979.87

5 GEM Supply and installation of Outdoor Water Fountain complete as per Architectural drawing and direction of Engineer-in-charge. Product id: 5116877-75790585660. 1.000 Each 606,895.09

6 GEM Supply of Doris Fray 3 Seater Public Place Seating Chair of mild steel with arm and backrest WITHOUT CUSHION Product id: 5116877-60932556712. all complete as per building specification and direction of E/I. 4.000 Each 41,401.48

7 MR Special Architectural Roofing Designing, Providing, Fabricating, Assembling & Erection of prestressed special architectural structure, roofing structures with M S Tubular frame work (AS PER IS STEEL IS1161YST310/355) in desire profile as per conceptual drawing , with 902 PVDF SURFACE as per manufacturing & suppling standards by SERGE FERRARI or similar precontract if SERGE FERRARI not available. The membrane should confirm to the manufacturing standard of being prestreched in both weft & waft deduction during manufacturing to perform best dynamic stability in both weft & waft deduction with approved installer( Thin Shell structures ) for specific project & manufacturer for architectural roofing,. The top coat over the pvc must be of High concetration with easy clean ability & superior white pigmentation of the membrane. The dimensional stability of the fabric should be measure as per Tensile Strength(warp/weft) 420/400daN/5cm Tear resistance (warp/weft) 55/50daNwhich should ensuring dimentional stability in both weft & waft deduction, minimum weight should be 900 g/sqm (EN 1SO 2286- 2),4200/4000n (EN ISO 1421) & tear strength of 550/500N (DIN 53.363) & with a guarranty of 10 years (with non depreciating guaranty, width of the fabric should be 2.67 mtr, Adhesion 120N (EN 1SO 2411). Flame retardancy BS 2D0/En 13501-1, Quality in conformity with ISO 9001 WITH 12 YEARS WARRANTEE. Chargeable area will be the fabric area many surface area of the covering ‘ plan area of roofing is 6 mtrx17mtr-12 nos unit

Fabric : Precontraint 902 gsm PVC/ Polyester Fabric. Weight 950 g/m2 with 12 years warrantee. All bolts & nuts should be HDG and bolts should be (8.8 grades BS). Fabric welding should be high frequency heat welding. The tubular structure system with plate connectors, joints, etc. is to be provided. The complete structure to be painted epoxy primer /paint 230 micron on steel work at all location prepared by surface cleaning by Rustolin and applied with spray painting in required DFT (Dry film thickness) for each coat as per manufactures specification and as per direction of Engineer-incharge... Approved make for steel. 51.975 SQM 17,130.54

8 GEM Supply and installation of Acrylic External Branding Signage board complete as per Architectural drawing and direction of Engineer-in-charge. Product ID 5116877-5244618636. 12.375 SQM 18,867.39

9 GEM Supply and installation of Net For Badminton Court all complete as required as per direction of officer-in-charge. 1.000 EACH 2,053.41

10 GEM Supply and installation of Outdoor Gym Equipments Leg Press Double all complete as required as per direction of officer-in-charge. 2.000 EACH 74,576.28

11 GEM Supply and installation of Air Walker/ Stroller Single all complete as required as per direction of officer-in-charge. 2.000 EACH 72,702.54

12 GEM Supply and installation of Chest Press Double all complete as required as per direction of officer-in-charge. 2.000 EACH 100,584.75

13 GEM Supply and installation of Double Surf Board all complete as required as per direction of officer-in-charge. 2.000 EACH 60,313.56

14 GEM Supply and installation of Two Wheel Shoulder Builder/ Arm Wheel all complete as required as per direction of officer-in-charge. 2.000 EACH 57,554.24

15 GEM Supply and installation of 750 mm deep GI Pipe, supporded with MS Angle 25 X 25 X 3 mm Parallel Bar all complete as required as per direction of officer-in-charge. 2.000 EACH 11,605.93

16 MR Supply and installation of Health theme Sculpture complete as per direction of Engineer-in-charge. 2.000 EACH 610,500.00

17 GEM Supply and installation of Net For Basketball complete as per direction of Engineer-in-charge. 1.000 EACH 5,637.97

MR Special Architectural Roofing Designing, Providing, Fabricating, Assembling & Erection of prestressed special architectural structure, roofing structures with M S Tubular frame work (AS PER IS STEEL IS1161YST310/355) in desire profile as per conceptual drawing , with 902 PVDF SURFACE as per manufacturing & suppling standards by SERGE FERRARI or similar precontract if SERGE FERRARI not available. The membrane should confirm to the manufacturing standard of being prestreched in both weft & waft deduction during manufacturing to perform best dynamic stability in both weft & waft deduction with approved installer( Thin Shell structures ) for specific project & manufacturer for architectural roofing,. The top coat over the pvc must be of High concetration with easy clean ability & superior white pigmentation of the membrane. The dimensional stability of the fabric should be measure as per Tensile Strength(warp/weft) 420/400daN/5cm Tear resistance (warp/weft) 55/50daNwhich should ensuring dimentional stability in both weft & waft deduction, minimum weight should be 900 g/sqm (EN 1SO 2286- 2),4200/4000n (EN ISO 1421) & tear strength of 550/500N (DIN 53.363) & with a guarranty of 10 years (with non depreciating guaranty, width of the fabric should be 2.67 mtr, Adhesion 120N (EN 1SO 2411). Flame retardancy BS 2D0/En 13501-1, Quality in conformity with ISO 9001 WITH 12 YEARS WARRANTEE. Chargeable area will be the fabric area many surface area of the covering ‘ plan area of roofing is 6 mtrx17mtr-12 nos unit 17130.54 Sqm

Dhanvantri Statue (Bronze Statue 5' Height) 933963.00 Pcs

HEALTH THEME 610500.00 Pcs

SCULPTURE 637972.50 Pcs

Very Short e-Quotation-e-Quotation Ref. No.-BCD/Bld. Div. No.- 08/2026-27 Office of the Executive Engineer, Building Construction Department, Building Construction Division-1, Ranchi Name of work: Proposed Landscape for Institute of Public Health Convention Centre, NHM Campus, Namkum, Ranchi

Name of The Agency/Contractor/Supplier

Sl. No. Description Unit Rate Amount

1 Special Architectural Roofing Designing, Providing, Fabricating, Assembling & Erection of prestressed special architectural structure, roofing structures with M S Tubular frame work (AS PER IS STEEL IS1161YST310/355) in desire profile as per conceptual drawing , with 902 PVDF SURFACE as per manufacturing & suppling standards by SERGE FERRARI or similar precontract if SERGE FERRARI not available. The membrane should confirm to the manufacturing standard of being prestreched in both weft & waft deduction during manufacturing to perform best dynamic stability in both weft & waft deduction with approved installer( Thin Shell structures ) for specific project & manufacturer for architectural roofing,. The top coat over the pvc must be of High concetration with easy clean ability & superior white pigmentation of the membrane. The dimensional stability of the fabric should be measure as per Tensile Strength(warp/weft) 420/400daN/5cm Tear resistance (warp/weft) 55/50daNwhich should ensuring dimentional stability in both weft & waft deduction, minimum weight should be 900 g/sqm (EN 1SO 2286- 2),4200/4000n (EN ISO 1421) & tear strength of 550/500N (DIN 53.363) & with a guarranty of 10 years (with non depreciating guaranty, width of the fabric should be 2.67 mtr, Adhesion 120N (EN 1SO 2411). Flame retardancy BS 2D0/En 13501-1, Quality in conformity with ISO 9001 WITH 12 YEARS WARRANTEE. Chargeable area will be the fabric area many surface area of the covering ‘ plan area of roofing is 6 mtrx17mtr-12 nos unit Sqm

2 Fabric : Precontraint 902 gsm PVC/ Polyester Fabric. Weight 950 g/m2 with 12 years warrantee. All bolts & nuts should be HDG and bolts should be (8.8 grades BS). Fabric welding should be high frequency heat welding. The tubular structure system with plate connectors, joints, etc. is to be provided. The complete structure to be painted epoxy primer /paint 230 micron on steel work at all location prepared by surface cleaning by Rustolin and applied with spray painting in required DFT (Dry film thickness) for each coat as per manufactures specification and as per direction of Engineer-incharge... Approved make for steel.

2 Providing & fixing Dhanvantri Statue (Bronze Statue 5' Height) each

Add GST @ 18 % in total of above all items.

Add Labour Cess @1%

Internal Electrical Works for B-Type Quarter

Sl. No. Item No. Description Quantity Unit Rate Amount

1 1.3.3 Wiring for light point/fan point/exhaust fan point/ call bell point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable in surface recessed PVC conduit, with piano type switch, phenolic laminated sheet, suitable size PVC/G.I. boc etc. as required. Group C 454.000 Point 864.00 392,256.00

2 1.4 Twin control point wiring in PVC conduit, with modular type switch - Wiring for twin control light point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, 2 way modular type switch, modular plate, suitable size G.I. box etc. as required. 6.000 Point 927.00 5,562.00

3 1.5 Wiring for light plug with 2 x 4 sq.mm. FR PVC insulated copper conductor single core cable in surface/recessed PVC PVC conduit along with 1 Nos. 4 sq.mm. FR PVC insulated copper conductor single core cable for loop earthing as required. 480.000 Mtr. 262.00 125,760.00

4 1.7 Wiring for Circuit/submain wiring along with earth wire with the following sizes PVC insulated copper conductor, single core cable in surface/recessed PVC conduit as required.

iii 1.7.4 2 x 6.0 sq.mm. + 1 x 6.0 sq.mm. earth wire 150.000 Mtr. 351.00 52,650.00

5 1.24 Supplying and fixing following piano type switch/socket obn the existing switch box/cover including connections etc. as required.

i 1.24.1 5/6 amps, one way switch 84.000 Each 67.00 5,628.00

ii 1.23.4 3 pin 5/6 a,ps. Socket outlet 84.000 Each 43.00 3,612.00

iii 1.23.8 T.V. Anteena Shoket Outlet 24.000 Each 52.00 1,248.00

iv 1.23.10 Electronic step fan Regulator Deluxe 86.000 Each 252.00 21,672.00

6 1.32 Supply and Fixing Light Plug Point with Modular Type Accessories:-Supply and Fixing GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular type switch, connection, painting etc as required. 84.000 Each 405.00 34,020.00

7 1.30 Supplying and fixing suitable size G.I./PVC box on surface or in recess with phenolic liminated sheet cover in front including providing and fixing 6 pin, 15/16 amps socket outlet and 15/16 amps piano type switch connection, painting etc. as required. 84.000 Each 335.00 28,140.00

8 1.33 Supplying and fixing 3 pin 5 amp. Ceiling rose on the existing junction box/wooden block including connection etc. as required 348.000 Each 45.00 15,660.00

9 1.34 Supplying and fixing batten/angle holder including connection etc. as required 46.000 Each 59.00 2,714.00

10 1.38 Supplying and fixing call bell/buzzer suitable for D.C./A.C. single phase, 230 volts, complete as required. 12.000 Each 82.00 984.00

11 1.48 Installation of exhaust fan up to 510mm sweep in the existing opening, including making the hole to suit the size of the above fan, making good the damage, connection, testing, commissioning etc. as required. 36.000 Each 61.00 2,196.00

12 2.1 Providing and fixing following capacity double pole/TP & N sheet metal switch disconnector fuse unit in existing metal with rewireable type fuses, including drilling holes in metal board, making connections, etc. as required.

i 2.1.3 63 amps, double pole 12.000 Each 2,420.00 29,040.00

13 2.5 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body, etc. as required.

14 2.8 Supplying and fixing following way single pole neutral, sheet, MCB disrtibution board, 240 volts, on surface/recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (But without MCB/RCCB/Isolator)

i 2.8.8 8 way, double door 12.000 Each 1,143.00 13,716.00

ii 2.8.9 12 way, double door 12.000 Each 1,305.00 15,660.00

15 2.12 S/F 'C' series SP MCB: Supplying and fixing 240 volts, 'C' series, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc, as required.

16 3.6 Earthing with copper plate 600mmx 600mmx 3mm thick including acessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc.(but without charcoal or cock and salt) complete etc. as required.(2 Nos. for Main Panel,2 Nos. for APFC Panel,3 Nos. for D.G Set, 3 Nos for transformer) 2.000 P/Set 10,666.00 21,332.00

17 3.13 Providing and laying earth connection from earth electrode with 4 mm dia copper Wire in 15 mm dia G.I.pipe from earth electrode etc. as required. 60.000 meter 255.00 15,300.00

18 3.8 Supplying and laying 8 SWG copper wire 0.50 metre below ground level for conductor earth electrode, including solding etc. as required. 2.000 Set 30.00 60.00

3.9 S/L 8 SWG G.I. wire in ground (for main panel and AC panel) :- S/L 8 SWG G.I. wire in ground :- Supplying and laying 8 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required 60.000 meter 114.00 6,840.00

19 MV Cable:- Supply of ISI marked aluminium cable conductor XLPE PVC insulated cable as per IS:7098 armoured, served, sheathed, 1100V grade with Termination and Laying of cable. Make:- Finolex/KEI/RR Kable / Polycab / Havells / Universal

i M-326 3.5CX25 sq. mm armoured AL Cable. 120.000 Metre 321.86 38,623.20

20 5.12 MV Cable Laying upto 120 sq.mm in Ground without sand and cover:- Laying of one number PVC insulated and PVC Sheathed / XLPE power cable of 1.1 kV grade of size exceeding 25 sqmm but not exceeding 120 sq.mm. direct in ground including excavation and refilling the trench etc as required but excluding sand cushioning and protective covering. 120.000 Metre 62.00 7,440.00

21 DSR 1.1kV Cable End Termination: suppluing and fixing indoor cable end termination with brass double compression gland and AL lugs of following sizeAl armoured cables.

i 9.1.11 3.5 Core 50 Sq. mm. 1.1 KV XLPE Al. Ar. Cable. 4.000 Each 326.91 1,307.62

22 9.4.1 Supply of 1200mm sweep ceiling fans complete without regulator, double ball bearing, motor, blades, down rod, canopies, capacitor, suitable for operation on 230 volts, 50 Hz., 1 phase, AC supply connection with 1.5 sq.mm PVC Copper wire complete as required (BEE Five star rated minimum air delivery of 218 CFM/M , 2 years warranty.Fan shall be approved by engineer incharge/consultant) (COLOUR OF CEILING FANS- WHITE.- ISI.) Make- Havells Velocity 1200 mm / Bajaj 48" Grace Gold Dx / USHA - TECHNIX-PRL/Polycab 86.000 Each 1,748.00 150,328.00

23 M-775 Supply of AC 230/250 Volts, 50Hz,300mm sweep Exhaust Fans including providing nuts- bolts, mounting frame and other required accessories etc. (For toilets) Make:- Bajaj / Havell/Polycab. 24.000 Each 1,350.66 32,415.90

24 M-776 Supply of Metal Exhaust Fan 15"(380mm)(for Kitchen): Supply of 15"(380mm), 230V AC metal exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required( Make- Polar/Bajaj/ Havells/Crompton) 12.000 Each 3,034.68 36,416.16

25 9.5.2 LED tube with Batten 18W/22W : Supplying and fixing of wall mounted LED 18W /22W tube + batten and electronic driver and accessories as required. ( Make -Bajaj / Havells/ Philips/Jaquar) 226.000 Each 628.00 141,928.00

26 M-855 LED Bulb 9W/10W : Supplying and fixing of LED 9W /10W bulb and accessories as required. ( Make -Bajaj / Havells/ Philips/Jaquar) 46.000 Each 114.95 5,287.70

27 9.3.2 Downlighter 9/10 LED Fitting: Supply and fixing of 9/10W LED, surface mounted bulk head PVE water proof housing for indoor/ ourdoor.( Make-Havells /Bajaj/Wipro/Philips) 60.000 Each 853.00 51,180.00

28 9.2.4 Building Outer Light (90/100 W LED) :- Supply Installation testing Commesning of building outer lighting luminaire aerodynamically shaped single piece pressure die-cast Aluminum luminaire with high power LEDs as light source and electronic driver (IP65), along with LED Lamp, as Energy saving as per drawing prescribed reflector and heat resistant toughened flat glass cover, with 5ft long 40mm dia G.I. pipe with 3 Nos. of iron clamps , anchor nut bolts with double washers as per direction of E/I or consultant as per drawing prescribed reflector and heat resistant toughened flat glass cover (IP-65) 4.000 Each 9,523.00 38,092.00

Water Supply and Sanitary Worksfor B-Type Quarter

Sl. No. Item No. Description Quantity Unit Rate Amount

1 3.2.1 (A) (c) Supplying, fitting and fixing viterous white glazed earthen ware I.W.C. of Parry Hindustan or any other I.S.S. approved make with 100 mm H.C.I., "p" trap 15 litres C.I.. or C. pull and let go flushing cistern of names or other I.S.S. equivalent make, complete with all fittings, C.I. or C.C. brackets 32 mm alkathene/P.V.C. telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair of viterous white glazed earthenware where footrest to be fixed in floor 15 mm C.I. body brass spindle stop cock of weight not less than 50 grms. 15 mm P.V.C. connection pipe 450 mm long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/l. (A) 580 mm long (c) with 10 lit. low level P.V.C. cistern 12.000 EACH 4,384.46 52,613.52

2 3.2.2 (i) (b) Supplying, fitting and fixing 40 mm high viterous white glazed earthen ware E.W.C. with "p" trap of Parry Hindustan or any other I.S.S. make including supplying & fixing 15 litres C.I. mosquito proof low down flushing cistern of approved make with complete fittings with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 450 grms. , 15 mm P.V.C. alkathene pipe 45 cm long with brass coupling at both ends and white/ black plastic solid state seal and lead of commander/ cuckoo or other I.S.S. make with hinges or screw etc. painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/l. (i) With "P" trap (b)12.5 lit. low level P.V.C. cistern 12.000 EACH 4,786.86 57,442.32

3 18.49.1 Providing and fixing C.P. brass bib cock of approved conforming to IS 8931 : 15 mm nominal bore 12.000 EACH 413.58 4,962.95 1.2254

4 18.51.1 Providing and fixing C.P.brass long body bib cock of approved quality conforming to standard and weight not less thain 690gms.:15 mm nominal bore. 12.000 EACH 651.99 7,823.89

5 18.65 Providing and fixing PTMT Soap Dish Holder having length of 138 mm breadth 102 mm, height of 75mm with concealed fitting arrangements, Weighing not less then 106 gms. 36.000 EACH 90.95 3,274.20

6 18.75.1 Providing and fixing C.P. extentsion Nipples 15mm size with 12” BSP threads, 70mm length and 30 mm bredth and weight not less than 18gms 36.000 EACH 43.74 1,574.67

7 3.1.21 (b) (ii) Supplying, fitting and fixing Mirror of 6 mm thick plate glass bevelled edge mirror including CP brass revolving fittings 3 mm ply wood board and CP hings to fix with mirror . 450 mm x 300 mm size . 36.000 EACH 1,153.01 41,508.36

8 3.2.5 Supplying, fitting and fixing vitreous white glazed earthen ware wash hand basin of parry or Hindustan or any other I.S.S. Approved make supported on painted C.I. Or R.S. Brackets 32 mm C.I. Brass waste, 15 mm dia C.I. Body brass spindle stop cock of approved quality of weight not less than 350 gm, 32 mm PVC waste pipe 750 mm long with brass coupling at one end making plumber joints etc.all complete as per specification and direction of E/I . 36.000 EACH 2,084.36 75,036.96

9 DSR Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.)

10 DSR Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work

11 19.6.2 DSR Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe 130.000 m 454.10 59,032.56

12 3.3.8 Supllying and matarials with lobour for construction inspection chamber of designation class 75b brick deep 600x450 internal diamention having 250mm wall thickness in cement morter(1:6)including 12mm cement plaster (1:4)with punning on inside and cement plaster (1:6)with 600x450mm G.I. cover with frame (weight not less than 36k.g)in foundation and refilling all complete as per specification and direction of E/I. 23.000 EACH 8,636.35 198,636.05

13 18.52.1 Providing and fixing C.P. brass Stop Cock (concealed) of standard designand of approved make conforming to IS 8931 15mm nominal bore, approved brand C.P. fittings. 36.000 EACH 547.13 19,696.59

14 DSR 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 12000.000 pre liter 8.98 107,719.93

15 3.1.21 (c ) (i) Supplying, fitting and fixing CP brass towel rail 20 mm x 600 mm with bracket container 24.000 EACH 664.82 15,955.68

16 17.72 DSR Providing and fixing c.p. towel ring complite with brackets fixed to wooden cleats with c.p.brass screws with concealed fitting arangement of approved qualite colour and make.(Mark or equipment) 36.000 EACH 189.29 6,814.26

17 18.58.1.2 Providing and fixing PTMT grating of approved quality and colour. 125 mm nominal dia with 25 mm waste hole 72.000 EACH 42.31 3,046.52

18 3.1.10 (c) Providing and fixing NP/CP brass/PVC Porcelain shower rose of 15 mm inlet etc. All complete as per specification and direction of E/I. 150 mm dia PVC shower 24.000 EACH 198.69 4,768.56

19 DSR 17.10.1.4 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 178 mm 12.000 EACH 5644.85 67,738.21

20 DSR 12.41.1 provding and laying of 75 mm dia. P.V.C. pipe for outlet of water to outlet drain including all accessories ,I.e lubricants, solventcement, clamp, ring, sockets etc. 180.000 METER 203.04 36,546.43

21 DSR 12.41.2 provding and laying of 110mm dia. P.V.C. pipe for outlet of water to outlet drain including all accessories ,I.e lubricants, solventcement, clamp, ring, sockets etc. 180.000 METER 307.98 55,436.59

22 DSR Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

23 DSR Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.

12.42.2.1 75 mm Single pushfit Coupler 48.000 EACH 75.98 3,646.81

12.42.2.2 110 mm Single pushfit Coupler 52.000 EACH 104.13 5,414.72

12.42.3.1 75 mm Single tee with door 52.000 EACH 134.00 6,967.85

12.42.3.2 110 mm Single tee with door 48.000 EACH 191.08 9,171.86

12.42.4.1 75 mm Single tee without door 52.000 EACH 117.76 6,123.39

12.42.4.2 110 mm Single tee without door 48.000 EACH 180.63 8,670.47

Detailed Estimate for Deep Boring (200 x 150 mm dia ) & Installation of 2 H.P. Submersible Pump Set

Sl. No. Item No. Description Quantity Unit Rate ₹ Amount ₹

1 PHED Page no-58 Item no.- M1035 Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site.

2 DSR 23.3.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia 25.00 M 908.56 22,714.01

3 DSR 23.12 Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by "V" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer-in-charge 2.00 Hours 885.47 1,770.93

4 DSR 23.13.3 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia 2.00 Each 262.08 524.16

5 DSR 23.14.3 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp 2.00 Each 1,871.76 3,743.51

6 PHED Page no-67 Item no.- M-1055 Supplying submersible pump sets confirming to 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for working on 415 + 10, 3HP, 50 Hz, AC supply with cable guard, thurst carbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. The pump set shall be suitable for diret coupling Pump shall have suitable outlet as per manufacturers design. Anti thurst stream lined non return valve shall be provided with pump, 3 meter submersible copper conductor cable in single/double run shall be provided with each pump. Submersible pump set 100mm dia (with Polypropylene/Noryl Impeller) up to 20 stages 2 HP 1.00 Each 21,347.36 21,347.36

7 PHED Page no-74 Item no.- 1065 Supplying Full automatic star selta starter to operate induction motor working on 415v 3phase 50hz with no coil. Over load element , On _OFF push buttom with necessary materials and connection to Supply etc complete starter with original sheel steel encloser as per 3914. F.A.S.D starter upto 5 H.P 1.00 Each 3,305.96 3,305.96

8 ELECTRICAL Page no-36 Item no.- M-1627 3 core PVC insulated PVC sheathed copper conductor flat submersible cable. Supplying , Flat flexible submersible cable with ,copper conductor , PVC insulated and PVC sheathed as IS:7098 3 Core 4 Sq mm 130.00 M 206.91 26,898.30

9 PHED Page no-32 Item no.- M-193 Supply fitting and fixing GI pipe 50 mm Dia (TATA or equivalent make) Medium Quaility as per IS:1239 ( part 01 ) 2004 115.00 M 422.44 48,580.74

Total 265,560.53

Sl. No. Item No. Description Nos. Length Width Height/ Depth MF Quantity Unit Rate ₹ Amount ₹

1 5.1.1 Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.

2 5.1.10 Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

3 5.6.3 Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I.

4 5.3.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

5 5.3.9.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

5 5.3.17.5 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers

6 5.3.17.3 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform

7 5.5 Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.

8 5.1.7 Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)

1/3 of excavation 20.493 CUM 55.28 1,132.85

9 5.2.6 Providing designation 75B brick work in CM (1:6) in Foundation with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I

10 5.2.23 Providing 125mm thick reinforced designation 75A brickwork in C.M. (1:4) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, cost of materials, racking out joints to 15mm depth, carriage, taxes and royalty (but excluding the cost of reinforcement) all complete as sper building specification and direction of E/I.

11 5.7.1 Providing 12mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I

12 5.7.11 Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per building specification and direction of E/I

13 19.18.2 DSR Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg 2.000 NOS 2,808.23 5,616.45

14 19.32 Making soak pit 2.5 m diameter 3.0 m deep with 45x45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

19.32.1 with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1.000 Each 21,920.92 21,920.92

TOTAL 178,788.88

15 Cairage Of Meterial ANTI TERMITE TREATMENT DSR PRE CONSTRUCTION.

Aggregate 22 km 21.049 CUM 442.36 9,311.07

TOTAL 197,940.89

Abstract Material Consumption Sand Stone Chips Brick Brick

Sand Filling 1.708 CUM 1.708

Brick Flat Soling 22.770 per 10 sqm 0.342 740.025

Brick Work in C.M. (1:6) 12.203 CUM 4.149 4954.215

125mm thick Brick Work in C.M. (1:4) 6.600 SQM 0.264 335.0

12 mm thick Cement Plaster (1:6) 65.760 SQM 1.026

Estimation of Quantity For rain Water Harvesting.

SL. No. Item No. Description Nos. Length Width Height/ Depth MF Quantity Unit Rate ₹ Amount ₹

1 5.1.1 Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.

2 5.1.10 Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

PIT (below brick work) (Лr²h) 1 3.00 0.075 0.530

pit sand filling (Лr²h) 1 2.50 0.800 3.925

3 5.3.1.4 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

PIT (below brick work) (Лr²h) 1.00 3.00 0.00 0.08 0.530

4 5.1.7 EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)

1/3 of excavated area 9.224

5 5.3.9.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level, 1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

5.b 5.3.17.3 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform

PIT (below brick work) (Лr²h) 1.00 2.15 2.15 4.623

6 5.5 Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.

QTY. (CUM) RF/CUM (KG) RF (KG) WT(MT)

7 5.2.6 Providing designation 75B brick work in CM (1:6) in Foundation with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.

less mid part -1 3.000 1.000 -7.071

less mid part -1 2.500 2.800 -13.750

8 5.6.10 Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with floating coat of neat cement, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I (Cost of Cico will be paid separately)

tank floor 1 1.500 1.500 2.250

9 23.4 DSR Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

23.4.1 100 mm nominal size dia 25.000 M 560.27 14,006.65

10 23.5 DSR Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

In Recharge Well (Лr²h) 1 2.50 1.00 4.906 CUM 1,232.09 6,044.93

11 23.6 DSR Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

In Recharge Well 1 2.50 1.00 4.906 CUM 1,255.30 6,158.84

12 3.3.8 S.O.R Supllying and matarials with lobour for construction inspection chamber of designation class 75b brick deep 600x450 internal diamention having 250mm wall thickness in cement morter(1:6)including 12mm cement plaster (1:4)with punning on inside and cement plaster (1:6)with 600x450mm G.I. cover with frame (weight not less than 36k.g)in foundation and refilling all complete as per specification and direction of E/I. 8.000 Each 8,636.35 69,090.80

13 19.6.2 Providing and laying non- pressure NP2 class ( light duty ) R.C.C. pipes with collars jointed with still mixture of cenent mortar in the proportion of 1:2 ( lcement : 2 fine sand ) including testing of joints etc. complete. 150 MM dia R.C.C. pipe

14 19.18.2 DSR Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg

15 PHED Page no-58 Item no.-119 m-1035 Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site.

(a) From 0.00 M to 50.00 M below G.L. 25.000 metre 885.12 22,127.88

Carraige of meterial

Aggregate 22 km 1.703 CUM 442.36 753.17

Stone Metal 22 km 9.813 CUM 471.00 4,621.69

Total 281,356.86

Abstract Material Consumption Sand Stone Chips Brick Stone Metal

Sand Filling 4.434 CUM 4.434

Brick Work in C.M. (1:6) 10.966 CUM 3.728 4452.225

12 mm thick Cement Plaster (1:3) 10.350 SQM 0.145

Gravel and Filter 9.813 CUM 9.81

Estimation of Quantity For Boundary Wall

SL. NO. ITEM NO. DESCRIPTIOM OF ITEM NOS. LENGTH WIDTH HEIGHT/ DEPTH MF QUANTITY UNIT RATE AMOUNT

1 5.1.1 Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.

2 5.1.10 Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

3 5.6.3 Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I.

4 5.3.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

5 5.3.9.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size

Foundation Slab 11 0.900 0.900 0.150 1.337

c Column till Plinth

6 5.3.10 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

7 5.3.11 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Band at lintel level

above brick work 10 2.750 0.250 0.100 0.688

8 5.3.17.1 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete

Foundation Slab 11 0.900 0.900 0.150 5.940

9 5.3.17.5 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers

above brick work 10 2.750 0.100 5.500

10 5.3.17.6 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts

9 5.5 Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.

QTY. (CUM) RF/CUM (KG) RF (KG) WT(MT)

RCC IN FOUNDATION 1.34 80.0 106.920 0.107

RCC IN COLUMNS 2.25 140.0 314.738 0.315

5.5.4 8 mm dia (35 %of total reinforcement) 0.283 MT 83,314.02 23,602.25

5.5.5a 10 mm dia (35%of total reinforcement) 0.283 MT 82,096.54 23,257.34

5.5.5c 16 mm dia (30 % of total reinforcement) 0.243 MT 80,879.07 19,639.24

10 5.1.7 Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)

TOTAL EARTH FILLING 3.667 CUM 55.28 202.69

12 5.2.52 Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x 4.5" x 3") in C.M. (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints cost of screening materials raking out joints to 15 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I

13 5.7.3 Providing 12mm thick cement plaster (1:6) with with clean coarse sand of F.M. 1.5 and including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I

14 DSR 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

External Plaster Area 133.710 160.60

15 16.19 DSR Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.size of (50x75x6mm) kg/m 125.75

16 16.53 DSR Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 375.80

17 Carriage of material

Stone Chips 22 km 6.595 CUM 442.36 2,917.16

Rate For 30 M Boundary Wall 266,917.87

Rate For 124.00 M Boundary Wall 1,103,260.51 41.150

18 DSR 10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 24.550

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works -6

19 5.8.45 Providing 2 coats of Synthetic Enamel Paint of approved shade and make over steel surface grills & railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I.

Grill Area 17.280 Sqm 66.04 1,141.17

Abstract Material Consumption Sand Stone Chips Brick Fly Ash Brick 40.845

Sand Filling 0.825 CUM 0.825 40.845

Brick Flat Soling 11.000 per 10 sqm 0.165 357.500 43.815

Fly ash Brick Work in C.M. (1:6) 13.283 CUM 4.516 5392.7 162.120

12 mm thick Cement Plaster (1:6) 133.710 SQM 2.086

PAVER AND KERB STONE

SL. NO. ITEM NO. DESCRIPTIOM OF ITEM NOS. LENGTH WIDTH HEIGHT/ DEPTH MF QUANTITY UNIT RATE AMOUNT

1 DSR 16.91 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.

16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

2 16.69 DSR Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

3 5.3.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)

For Locking Paver Block and Kerb Stone 2 3.500 0.150 0.150 0.158

Carriage Of Materials

Aggregate 22 km 0.142 CUM 442.36 62.70

Total 59,614.52

Material Statement

Item of Work Quantity Unit Sand Stone Chips

HORTICULTURE & LANDSCAPING

SL. NO. ITEM NO. DESCRIPTIOM OF ITEM NOS. LENGTH WIDTH HEIGHT/ DEPTH MF QUANTITY UNIT RATE AMOUNT

1 Hor. 2.31 Jungle clearance in borrow area, building premises, flanks and slope on the road, canals and embankment by removing the grass and jungle bushes from the top including weeding out shrubs small trees upto 150 mm dia. and their removal all complete job as per direction of E/I. Area

2 Hor. 2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, as per directions of Engineer in Incharge: All kinds of soil Area

3 Hor. 2.5 Rough dressing the trenched ground including breaking clods. Area

4 Hor. 2.6 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation Area

5 Hor. 2.7 Fine dressing of the ground. Area

6 Hor. 2.8 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).

7 Hor. 2.9 Mixing earth and sludge or manure in the required proportion specified ordirected by the Officer-in-charge

8 Hor. 2.14.2 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : Holes 90cm dia, &90cm deep

9 Hor. 2.33 Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge.

10 Hor. 2.34 Providing & laying Selection no. 1 grass turf with earth 50mm to 60 mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge

11 Hor. 2.39.2 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing,weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge. Open spaces(1Mali for 3.00Acre).

Total 471.328 per Sqm per month 3.75 1,767.48

12 Hor. 2.54 Anti termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termiteinfection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge. 12 12.000 Nos. 51.20 614.40

13 Hor. 2.56 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge.

ORNAMENTAL PLANTS

14 Hor. 5.9 Providing and Displaying Bamboo Buddha Valley with fresh & healthy 5 to 6 suckers 1.80 m to 2.10m ht umbrella type well developed in 50 cm Cement Pot as per direction of the officer-in-charge. 1 1.000 Nos. 1,435.00 1,435.00

15 Hor. 5.11 Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-in-charge. 1 1.000 Nos. 1,937.25 1,937.25

16 Hor. 5.13 Providing and Displaying Cycus cirsnallis well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm Cement Pot as per direction of the officer-in-charge. 1 1.000 Nos. 1,947.50 1,947.50

17 Hor. 5.14 Providing and Displaying Cycus revoluta in 35 cm challi, specimen , having 30 to 40 with fresh and healthy, leaves having 25cm to 30cm circumfrance of base stem well developed as per direction of the officer-in-charge. 1 1.000 Nos. 1,183.90 1,183.90

18 Hor. 5.21 Providing and Displaying Ficus Long Island topiary well developed with fresh & healthy 5 to 6 ball specific size and shape 120 to 150 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. 1 1.000 Nos. 1,230.00 1,230.00

19 Hor. 5.24 Providing and Displaying Ficus Retusa topiary well developed with fresh & healthy 5 to 6 big ball specific size and shape 180 to 210cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. 1 1.000 Nos. 2,152.50 2,152.50

20 Hor. 5.37 Providing and Displaying Phoenix roebelenii palm well developed having 20 to 25 fresh & healthy leaves 90 to 105 cm ht. in 30 cm Cement Pot as per direction of the officer-in-charge.. 1 1.000 Nos. 538.15 538.15

21 Hor. 5.30 Providing and Displaying Foxtail palm well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge. 1 1.000 Nos. 1,183.90 1,183.90

22 Hor. 5.39 Providing and Displaying Topiary of Ficus Nuda well developed with fresh & healthy foliage from Top to Bottom with single piller 75 to 90 cm spread, 195 to 210 cm ht. in 35 cm Cement Tray /Cement Pot as per direction of the officer-in-charge. 1 1.000 Nos. 1,291.50 1,291.50

23 Hor. 5.40 Providing and Displaying Topiary of Ficus Panda well developed with fresh & healthy foliage with 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht., in 35 cm Cement Tray /Cement Pot as per direction of the officer-in-charge. 1 1.000 Nos. 1,127.50 1,127.50

24 Hor. 5.43 Providing and Displaying Travelers palm well developed with fresh & healthy leaves foliage 210 to 240 cm ht specimen in 40 cm Cement Pot as per direction of the officer-in-charge. 1 1.000 Nos. 973.75 973.75

25 Hor. 7.16 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 1 1.000 Nos. 65.00 65.00

26 Hor. 7.18 Providing and stacking of Cassia javanica of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 1 1.000 Nos. 85.00 85.00

27 Hor. 7.24 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.v 1 1.000 Nos. 60.00 60.00

28 Hor. 7.45 Providing and stacking of Grevillea robusta (Silver Oak) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 1 1.000 Nos. 50.00 50.00

29 Hor. 7.48 Providing and stacking of Jacaranda mimosifolia of height 150-165 cm. In big poly bags of size 25 cm as per direction of the officer-in-charge. 1 1.000 Nos. 60.00 60.00

30 Hor. 7.57 Providing and stacking of Millingtonia hortensis of height 150-165 cm. In big poly bag of size 25 cm as per direction of the officer-in-charge. 1 1.000 Nos. 70.00 70.00

31 Hor. 7.62 Providing and stacking of Peltophorum species of height 150-165 cm. In big poly bags of size 25 cm as per direction of the officer-in-charge. 1 1.000 Nos. 60.00 60.00

32 Hor. 7.71 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 1 1.000 Nos. 750.00 750.00

33 Hor. 7.81 Providing and stacking of Schleichera trijuga (Kusum) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge 1 1.000 Nos. 70.00 70.00

34 Hor. 7.84 Providing and stacking of Tabebuia sp. of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. 1 1.000 Nos. 85.00 85.00

SHRUBS, GROUND COVERS & HEDGES

35 Hor. 6.2 Providing and stacking of Alternanthera red/green species of height 15 cm to 20 cm, full of branches and foliage in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 5 5.000 Nos. 20.00 100.00

36 Hor. 6.12 Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.. 5 5.000 Nos. 20.00 100.00

37 Hor. 6.16 Providing and stacking of Iresine herbstii, of height 20-25 cm. full of branches well developed in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 5 5.000 Nos. 15.00 75.00

38 Hor. 6.21 Providing and stacking of Ophiopogon jaburan ( variegated ),full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge.. 5 5.000 Nos. 30.00 150.00

39 Hor. 6.29 Providing and stacking of Tradescantia, full of leaves in Earthen Pot/Plastic Pot of size 15 cm. as per direction of the officer-in-charge. 5 5.000 Nos. 21.00 105.00

40 Hor. 6.30 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge. 5 5.000 Nos. 20.00 100.00

41 Hor. 6.31 Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 5 5.000 Nos. 15.00 75.00

42 Hor. 7.27 Providing and stacking of Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge. 5 5.000 Nos. 180.00 900.00

43 Hor. 8.23 Providing and stacking of Ficus blackii (F.vivion) (bushy) of height 150-165 cm. with 8-10 branches and healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-charge. 5 5.000 Nos. 250.00 1,250.00

44 Hor. 5.28 Providing and Displaying Ficus Starlight with fresh, healthy and attractive foliage 45 to 60 cm spread 75 to 90 cm ht., specimen bushy ,in 35 cm Cement Pot as per direction of the officer-in-charge. 5 5.000 Nos. 861.00 4,305.00

45 Hor. 8.30 Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3- 4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. 5 5.000 Nos. 50.00 250.00

46 Hor. 8.32 Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 branches in poly bags of size 25 cm as per direction of the officer-in-charge. 5 5.000 Nos. 50.00 250.00

47 Hor. 9.4 Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 3 3.000 Nos. 40.00 120.00

48 Hor. 9.5 Providing and stacking of Clerodendrum splendens of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 3 3.000 Nos. 30.00 90.00

49 Hor. 9.7 Providing and stacking of Ipomoea purpurea (Morning glory) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 3 3.000 Nos. 35.00 105.00

50 Hor. 9.9 Providing and stacking of Jasmine humile (Yellow) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 3 3.000 Nos. 30.00 90.00

51 Hor. 9.12 Providing and stacking of Quisqualis indicia of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 3 3.000 Nos. 25.00 75.00

52 Hor. 9.13 Providing and stacking of Tecoma grandiflora of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.. 3 3.000 Nos. 40.00 120.00

53 Hor. 9.14 Providing and stacking of Vernonia elaegnifolia (curtain creeper) plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 3 3.000 Nos. 25.00 75.00

Total 162,352.98