|
| 1 | SCHEDULE \"A\" SECTION - I(Srl Item No 2 to 48), (PHASE-I (Arboriculture) |
| 2 | Excavation in trenches not exceeding 1.5 mtr and not exceeding 1.5 mtr in depth and getting out in soft loose soil all as specified and directed by Engr-in-Charge |
| 3 | Returing filling in including spreading leaking watering and well ramming in layers not exceeding 25 cm in soil aall as specified and directed by Engr-in-Charge |
| 4 | Removing excavated soil upto distance not exceeding 50 mtr from site & depositing where directed at level not exceeding 1.5 mtrs above the starting point complete all as specified and directed by Engr-in-Charge. |
| 5 | M & L for sand cushioning with dry and clean locally available sand for underground cable 8cm before laying cable and 15 cm after laying cable and punned to 18 cm after laying of cable complete all as specified and directed by Engineer-in-Charge (Note: Pressed thickness shall be considered for payment purpose) |
| 6 | M&L brick protection with sub class\"B\" brick laid flat across the cable complete all as specified and directed by Engr-in-Charge |
| 7 | M & L for Cutting of existing 110 mm bore pipe in position for insertion of new tees , branches etc complete all as specified and directed by Engr-in-Charge |
| 8 | Supply, fixing and Laying in trenches testing and commissioning high density polyethylene pipes (HDPE) of following sizes complete with all accessories i.e socket, bend, tees, elbow etc of rating 8 Kg/Cm2 Complete all as specified and direced by Engr-in-Charge |
| 9 | (a) 90 mm Bore |
| 10 | (b) 75 mm bore |
| 11 | Supply, fixing and Laying in trenches testing and commissioning high density polyethylene pipes (HDPE) of following sizescomplete with all accessories i.e socket, bend, tees, elbow etc of rating 6 Kg/Cm2 Complete all as specified and direced by Engr-in-Charge |
| 12 | (a) 50 mm bore |
| 13 | (b) 25 mm bore |
| 14 | (c) 20 mm bore |
| 15 | Supply and fix steel water tubing 20mm bore medium grade galvanised including tube fittings laid in trences all as specified and directed by Engr-in-Charge |
| 16 | Supply and fix Gun Metal Globe/Gate valves of 50 mm bore with iron wheel head screwed both ends for iron pipe as per requirement of the site complete all as specified and directed by Eng-In-Charge |
| 17 | Supply and fix Gun Metal Globe/Gate valves of 20 mm bore with iron wheel head screwed both ends for iron pipe as per requirement of the site complete all as specified and directed by Eng-In-Charge |
| 18 | Supply and fix sluice valve calss PN-1.6 conforming to IS-14846-2000 complete suitable for flanged end and drilled gun metal spindle.CI gate with brass ring and iron wheelhandle etc complete all as specified of following sizes: -. |
| 19 | (a) 100 mm bore |
| 20 | (b) 65 mm bore |
| 21 | Supply and fix non returnvalves class PN-1.6 Conforming to IS-14846-2000 Complete suitable for 100 mm bore pipe, flanged ends and drilled GunMetal spindle.CI Gate with brass ring call as specified and directed by Engr-in-Charge |
| 22 | M&L for Construction brick masonary valve pit (suitable for stop valve upt 50 mm dia ) of internal size 60 cm x 60 cm x60 cm including necessary excavation and earth work in soft/loose soil brick work, plastering, white wash, PCC Coping, MS Frame made out of angle iron of size 50 x 50 x 6 mm, MS Sheet Cover 3 mm thick fixed to angle iron frame by means of hinges welded to frame and painted with two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces and grouting the frame in PCC 1:2:4 Type B1 including handle and locking arrangement with one Number 50 mm dia brass lock pad complete all as specified and directed by Engr-in-Charge. Note:-(i) The brick wall shall be 23 CM thick built in Cement mortar (1:4) (ii) Plaster shall be 15 mm thick in cement mortar (1:4) on internal surface of valve pit (iii) PCC in foundation shall be 15 cm thick in cement concrete (1:4:8) type D2 using 40mm graded stone aggregate extended 15 cm all around from the external surface of walls all as specified and directed by Engr-in-Charge. |
| 23 | M&L for Construction brick masonary valve pit (suitable for stop valve upt 80/100 mm dia ) of internal size 90 cm x 90 cm x90 cm including necessary excavation and earth work in soft/loose soil brick work, plastering, white wash, PCC Coping, MS Frame made out of angle iron of size 50 x 50 x 6 mm, MS Sheet Cover 3 mm thick fixed to angle iron frame by means of hinges welded to frame and painted with two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces and grouting the frame in PCC 1:2:4 Type B1 including handle and locking arrangement with one Number 50 mm dia brass lock pad complete all as specified and directed by Engr-in-Charge. Note:-(i) The brick wall shall be 23 CM thick built in Cement mortar (1:4) (ii) Plaster shall be 15 mm thick in cement mortar (1:4) on internal surface of valve pit (iii) PCC in foundation shall be 15 cm thick in cement concrete (1:4:8) type D2 using 40mm graded stone aggregate extended 15 cm all around from the external surface of walls all as specified and directed by Engr-in-Charge |
| 24 | Supply installation commisioning, testing of factory made CPRI approvedLT panel cubical type dust, weather, vermin proof indoor KIOSK type with double door of suitable size provided with locking arrangement made out of 2 mm thick CRCA sheet Steel fully compartmentalised , with not less than IP-54 Protection conforming to IS:2417 of 1962 complete with and 40x40x5 mm thick angle iron base frame and legs 04 Nos-750 mm long 450 mm grouted in PCC Blocks of Type B1 (1:2:4) with 300 mm ground clearance duly parinted with 2 coats of synthetic enamelled paint over a cost of red oxide primer with aluminium bus bar cable alloy duly prewired comprising of the following all as specified and directed by Engr-in-Charge:-(a)Bus bar chamber 3 phase and neutral aluminium 200 Amps rating insulated duly marked RYB and neutral with adhesive tape.(b)MCCB 63 Amp 415 volt breaking capacity 16KA triple pole and neutral (TPN) link with electronic release -01 No (Incoming)(c) MCCB 40 Amp 415 volt breaking capacity 16 KA triple pole and neutral (TPN)link with electronic release -02 No (Outgoing for 02 Nos pumps)(d) Star Delta starter semi automatic suitable for 3 Phase 415 V 50 Hz AC Supply with Ammeter, Single Phase Preventor, Overload current Protection, Suitable for 5 WHP Motor-02 Nos(e) Vol meter 0-500 volt with selector switch -01 Nos(f) Ammeter 0-100 Amps with CTs - 01 No(g) Indicating Lamps - 01 set of three(h) All accessories prewired with copper conductor cable single core of suitable size including suitable size of thimble /lugs(j) MCB DP 32 Amp = 01 Nos |
| 25 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of following sizes all as specified and directed by Engr-in-Charge |
| 26 | (a) 50 Sq mm 3.5 core |
| 27 | Supply , installation, testing and commissioning end suction pump, volute type with top centre line discharge, suction and discharge nozzles as well as supporting feet cast integral with the casing, cast iron body with high tensile stainless steel shaft and enclosed type dynamically balanced cast iron impeller with discharge capacity of 100 Cum/Hr at 25 Mtr Head coupled with suitable rating electric motor suitable for 415 volt,3 phase , 50 HzincluDING MS Base Plate, Coupling, Coupling Guard and foundation bolts complete all as specified and directed by Enge - in- Charge. Note:- PCC for foundation will be measured and paid seperately under respective item of BOQ. The dimension of the foundation shall be as recommended by the manufacturer complete all as directed and specified by Engr in ChargeMake: CRI 80/315 KIrloskar, Model; DB 80/26 3P II or eqivalent model of Crompton Greaves/ Jyothi |
| 28 | Supply and fixing single core PVC insulated sheethed copper conductor cable in PVC Conduit from starter panel to electric motor with thimbles/lugs for Star Delta connections complete all as directed and specified by Engr in Charge |
| 29 | Supply and fix MS ERW pipe for suction / discharge of the pump having following sizes |
| 30 | (a) 80 mm bore |
| 31 | (b) 65 mm bore |
| 32 | M & L for Earthing complete with galvanised steel earth plate electrode 60 x 60 cm x 6.3 mm thick burried directly in ground earth pit not less than 2.25 Mtr deep below normal ground level with top edge of earth plate not less than 1.5 Mtr below normal ground level, connected to galvanised iron strip 25 x 4 mm as earthing lead be means of bolts, nuts, checknuts and washers of galvanised iron all as shown in electrical plate No 5 of SSR Part-I, connected to transformer / feeder pillar all as specified including GI pipe 20 mm bore medium grade for watering, PCC chamber using PCC 1:3:6 type C-2 CI frame and cover, funnel and wiremesh, all excavation and earth work etc complete all as specified and directed by Engr-in-Charge |
| 33 | M&L for PCC 1:3:6 type C1 using 20 mm stone aggregate for supporting the HDPE pipe complete all as specified and directed by Engr-In-Charge |
| 34 | Supply and fixing of pressure gauge 0-14 Kg/Cm2 including adaptor union and capillary pipe all as specified and directed by Engr-in-Charge |
| 35 | Supply and fixing gravel filter 3\" Size in discharge side of the pump including bypass arrangement, nuts, bolts, washers, packings complete all as specified and directed by Eng-In-Charge |
| 36 | Supply and fix foot valve with strainer having cast iron body in two parts and flanges as per IS or BS 10 of size 100 mm all as specified and directed by Engr-in-Charge(i) Mush room valve with gun metal seal (ii) Perforated CI/MS Strainer |
| 37 | Connections pieces one end flanged and othersocket or spigot and bell mouth pieces one end flanged other end tapering as bell mouth 24for CI fititngs viz flanges, sockets, tees etc for fitment of sluice valves all as specified and directed by Engr-in-Charge. |
| 38 | Excavating over areas, n exc 1.5 m deep and getting out in sofr/loose soil complete all as specified and directed by Engr-in-Charge |
| 39 | As per Srl item No 28 butbut before-in-heredepth exc 1.5m bu n exc 3.00mcomplete all as specified and directed by Engr-in-Charge |
| 40 | M&L for Hard core of gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface.(broken bricks) complete all as specified and directed by Engr-in-Charge |
| 41 | M&L for cement concrete1:3:6 type C2 using with 40 mm graded aggregate in foundation, filling and mass concrete complete all as specified and directed by Engr-in-Charge |
| 42 | M&L for brick work with sub class \"B\" bricks, straight or curved on plan exc 6 m mean radius ,built in CM 1:4 complete all as specified and directed by Engr-in-Charge |
| 43 | M& L rendering 15 mm thick in CM 1:3 on fair faces of brick work or concrete surfaces finished even and fare with out using extra cemen tcomplete all as specified and directed by Engineer-in-Charge. |
| 44 | Supply only integral water proofing compound complete all as specified and directed by Engr-in-Charge |
| 45 | M & L for RCC M-25(Nominal Mix) as in slab supported on walls, beams and column in floor, roofs, landings, balconies etc complete all as specified and directed by Engr-in-Charge |
| 46 | M&L for formwork to soffits of suspended slabs such as roof slabs floor slabs landings and similar work complete all as specified and directed by Engr-in-Charge |
| 47 | M&L for mild steel bars (TMT)10 mm dia and over, cut to lenth bent to shape required, including cranking bending spirally for hooping for columns hooking end and binding with steel wire or sequring with clips quality confarming to TMT bars complete all as specified and directed by Engr-in-Charge. |
| 48 | M&L for removal of excavated soil to a distance N exc. 50 mand deposited where directed at a level nexc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge |
| 49 | Site Clearance in soft soil complete all as specified and directed by Engineer-in-Charge |
| 50 | Supply only and stacking of well rotten Vermi Compost at site including loading, unloading, transportation and stacking at site complete all as specified and directed by Engineer-in-Charge. |
| 51 | Supply and spray of insecticides / pesticides on plant / hedge / grass : Limidaclopride 200 SL (17.8% w/w) as per manufacturers instructions complete all as specified and directed by Engineer-in-ChargeMake : (Confidor) Brand : BAYER or Equivalent Note: Pesticides will be supply in Phase-I and Phase-II |
| 52 | Supply of insecticides and pesticides at site store in dust / liquid form : Chlorpyriphos - 20% EC complete all as specified and directed by Engineer-in-ChargeMake :BAYER or Equivalent Note: Pesticides will be supply in Phase-I and Phase-II |
| 53 | Supply and fixing of tree guards 30cm in plan and 1.5 Mtr hight from ground level made of 30mm x 30mm x3mm angle iron frame and 30mm x30mm flat iron at top, bottom & centre over welded wire mesh of size 32mm x 32mm x 3mm dia and vetrical shoe with hold fast as bottom shall embeded in PCC 1:2:4 (D2) in the round firmly tree guard as shown in Drg No CWE/SGNR/SD/158/15 dt 21/09/15 Sheet 1/1 revised dated 13th September 2019 with number plate and writing name of tree included two coats of synthetic enamel green paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. Note: Tree guard is enclosed with Tender Document. |
| 54 | Supply and planting of following trees after removingpoly bag of plant in circular pits of size 90 cm dia and 90 cm depth in ordinary soil and stacking with bamboo sticks in pit and refilling thesame with excavated earth mixed with vermi compost@ 2Kg per hole and 1 Ltr solution of chiorpyriphos -20%EC , making a “Thaola” and removing of extra soil by spreading and neatly levellingand flooding with water , maintenance of plant during phase-I period complete all as specified and directed by Engr-In-Charge.Note: (1) Cast for replacement of mortality plant are included in quoted rates.(2)Vermi compost and pesticide shall be measured and paid separately as supply onlyunder respective item of BoQ. |
| 55 | Ashoka Patola3 to 5 feet in height |
| 56 | Phonics Palm 3 feet to 5 feet in heigh |
| 57 | Peepal tree 3 feet to 5 feet in height |
| 58 | Bamboo tree 3 feet to 5 feet in height |
| 59 | Kinu / Kinnow tree 3 feet to 5 feet in height |
| 60 | Khajoor / Date palm tree 3 feet to 5 feet in height |
| 61 | Shishum3 to 5 feet in height |
| 62 | Guava (amrood) 3 feet to 5 feet in height |
| 63 | Mango 3 feet to 5 feet in height |
| 64 | Mulberry ( shahtoot ) 3 feet to 5 feet in height |
| 65 | Kesia 3 feet to 5 feet in height |
| 66 | Astonia 3 feet to 5 feet in height |
| 67 | Amla 3 feet to 5 feet in height |
| 68 | Gulmohar 3 feet to 5 feet in height |
| 69 | Neem 3 feet to 5 feet in height |
| 70 | Jamun 3 feet to 5 feet in height |
| 71 | Mahogany 3 feet to 5 feet in height |
| 72 | Supply and planting of following trees after removingpoly bag of plant in circular pits of size 60 cm dia and 60 cm depth in ordinary soil and stacking with bamboo sticks in pit and refilling thesame with excavated earth mixed with vermi compost@ 2Kg per hole and 1 Ltr solution of chiorpyriphos -20%EC , making a “Thaola” and removing of extra soil by spreading and neatly levellingand flooding with water , maintenance of plant during phase-I period complete all as specified and directed by Engr-In-Charge.Note: (1) Cast for replacement of mortality plant are included in quoted rates.(2)Vermi compost and pesticide shall be measured and paid separately as supply onlyunder respective item of BoQ. |
| 73 | Araucaria Cookie 3 feet to 5 feet in height |
| 74 | Phicus 3 feet to 5 feet in height |
| 75 | Harsingar 3 feet to 5 feet in height |
| 76 | Supply and planning of hedge shurbber including creation of beds by excavating 60 cm deep and 60 cm wide trenching excavated base to further depth of 330 cm wide, refilling the excavation earth after breaking of clods and mixing with manure of sludge on the ratio 1:8 ( 8 parts of stacked volume of earth after reducing 20 % with one part of stacked volume of sludge or manure after reduction by 8%) flooding with water filling with earth if necessary and finally fine dressing, levelling etc including stacking and disposal of material declared unserviceable and surplus earth by spreading and levelling within a lead of 50 m and lift upto 1 metre complete all as specified and directed by engr in charge. Note :- distance between two hedge shall not be mare than 15 cm complete all as specified and directed by by Engineer-in-Charge. |
| 77 | Surface dressing to level undualation of existing surface using computerized levelling machine complete all as specified and directed by by Engineer-in-Charge. Note: The cost of extra good earth brought from outside MOD land to level ground is included in quoted rate. |
| 78 | Laying of lawn selection 1 grass in rows 5cm apart in either direction including digging of lawn area upto 30cm depth, breaking of clods, removal of store etc., mixing of vermi compost @ 3 Kg / Sqm and insecticides, mixing in all, leveling, watering and cutting and dressing till the grass formas a thick lawn free from weeds and fit for mowing complete all as specified and directed by Engineer-in-Charge.Note : Vermi Compost and insecticides shall be measured and paid for separately. |
| 79 | SCHEDULE \"A\" SECTION - II (Srl Item No 50 to 67) (PHASE-II Arboriculture) |
| 80 | Maintenance of 1825 square metre(approx) lawnincluding watering, insect - pest management, mowing of grass, uprooting of undesired vagetation as on where growth of weeds are seen and disposal off the same away from site, spreading off the manure (2-3mm thick average layer monthly) complete all as specified and directed by Engineer-in-Charge.Note No 1 : Vermi compost and insecticide shall be measured and paid under Srl item No 31, 32 & 65 of BOQ as ordered. Note No 2 : Work under this phase commence from next day of certified date of completion of Phase-I work. |
| 81 | Maintenance of 800 trees, specimen plants and other similar plants including watering, training, pruning, hoeing, weeding stacking, insect-pest management, making of \"Thaola\" clEaning of nearby area and disposal of waste away from site, monthly enrichment with vermi composat @ 0.25 Kg per Pit Per month complete all as specified and directed by Engineer-in-Charge.Note : Vermi compost and insecticide shall be measured and paid under Srl item No 41, 42 & 53of BOQ as ordered. |
| 82 | Maintenance of 150 running metre (approx) hedge, edge, ground covers and other similar plants including watering, cutting, training, purning, hoeing, weeding, insect pest control, making of beds, cleaning of nearby area and disposal of waste away from site, monthly enrichment with vermi compost @ 0.25 Kg per Month Per Running Meter complete all as specified and directed by Engineer-in-Charge. Note : Vermi compost and insecticide shall be measured and paid under Srl item No 41, 42 & 53of BOQ as ordered. |
| 83 | Note for Item No 50 to 52:(i)Manure and pesticides required for maintance of plants under respective item of BoQ.(ii)Minimum Two skilled Gardner for full time self be employed against these items. |
| 84 | Supply and stacking of well rotten Vermi Compost at site including loading, unloading, transportation and stacking at site complete all as specified and directed by Engineer-in-Charge. |
