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| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep in any type of soiland getting out complete all as specified and as directed. |
| 2 | Excavation over areas n.exc 1.50 m in depth and getting out, in hard /dense soil, complete all as specified and as directed |
| 3 | Excavation in trenches for foundations,laying / taking out of pipes, n.exc 1.50 m in depth and n.exc 1.50 metre in widthand getting out, in hard/dense soil complete all as specified and as directed. |
| 4 | Returning, filling in soils, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed. |
| 5 | Removing excavated soils to a distance exceeding 100 metres and not exceeding 250 metres and depositing where directed at a level not exceeding 1.50 metre above the starting point. |
| 6 | Hardcore of broken stone or boulders of gauge n.exe 63mm, deposited spread and levelled in layers n.exc 15cm thick, watered and well rammed toa true surface complete all as specified and as directed. |
| 7 | Plain cement concrete 1:4:8type D-2 (using 40mm graded crushed stone aggregate), as in foundations, filling and mass concrete complete all as specified and as directed. |
| 8 | Plain cement concrete 1:2:4type B-1 (using 20mm graded crushed stone aggregate), as in supports, bed plates bed blocks, thrust blocks, pedestals, coping etc including necessary form work as required, with slightly rounded or chamfered angles complete all as specified and as directed |
| 9 | Precast reinforced cement concrete 1:1.5:3type A-1 (using 20 mm graded crushed stone aggregate), as in cover slabs with plain fair faces, placedin position, set in cement mortar 1:4, complete all as specified and as directed.Note : Reinforcement shall be measured and paid for separately. |
| 10 | Reinforced cement concrete 1:2:4 type B-2 (using 40mm graded crushed stone aggregates as in foundations, bases of columns, footings complete all as specified and as directed. |
| 11 | Use and waste of formwork to basis/sides of column footings, fair finished complete all as specified and as directed |
| 12 | Brick work with sub class ‘B’, well burnt, old size bricks having crushing strength not less than ______________ straight or curved on plain exceeding 6.0 meter mean radius, built in cement mortar 1:6 complete all as specified and as directed |
| 13 | TMT Steel bars as in reinforcement, 8mm dia and over, cut to length bent to shape required including cranking, bending spirally, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia, placed in position complete all as specified and as directed. |
| 14 | 15mm thick rendering in cement mortar 1:4, mixed with water proofing compound, on fair faces of brick work or concrete surfaces finishing even and smooth without using extra cement complete all as specified and as directed. Note : Water proofing compound shall be measured and paid separately. |
| 15 | Supply only water proofing compound |
| 16 | 10 mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete, finished fair and even and prepared to receive tiles complete all as specified and as directed. |
| 17 | 15mm thick, in cement mortar 1:4, as screed bed or bedding layer for laying floor finishes / tiles complete all as specified and as directed. |
| 18 | Coloured glazed ceramic tiles of size, 300mm x 200mmx7mm thick in vertical surfaces set and jointed with neat cement slurry / paste and pointed flush with white cement mixed with colored pigment to match colour of tiles, complete all as specified and as directed. |
| 19 | Non skid coloured tiles of size, 400mm x 400mmx8mm thick in floor , laid, set and jointed with neat cement slurry / paste and pointed flush with white cement mixed with colored pigment to match colour of tiles, complete all as specified and as directed. |
| 20 | 20mm thick granite (of any type ) work (table rubbed and polished) in steps, jambs, pillars, platforms and likein horizontal ./ vertical surfaces over 10mm thick in cement mortar 1:3 backing or bedding layer set and jointed with cement slurry/ paste and pointed flush with white cement mixed with colour pigment to match colour of granite, complete all as specified and as directed. |
| 21 | Supply, laying, jointing, testing and commissioning 350mm bore (internal dia) ductile iron pressure pipes with socket & spigot ends having ISI stamping / marking conforming to IS:8329/2000 in standard length of 5.50 metre – 6.00 metre of classification K-9 withrubber tyton suitable for push on rubber tyton (gasket D-jointing) with cement mortar lining in the pipes, including aligning the pipes inside trench as per IS:12288 /1987 and testing the joints with required water pressure complete all as specified and as directed. NOTES : (i) Cutting of existing CI/DI pipe for making connection shall be measured and paid for separately. (ii) Excavation and earth work shall be measured and paid for separately. (iii) CI/DI joint specials including rubber ring joints shall be measured and paid for separately. |
| 22 | All as per the description of Srl item No 21 herein above but of 150 mm bore (internal dia) NOTES (i) Cutting of existing CI/DI pipe for making connection shall be measured and paid for separately.(ii) Excavation and earth work shall be measured and paid for separately.(iii) CI/DI joint specials including rubber ring joints shall be measured and paid for separately. |
| 23 | All as per the description of Srl item No 21 herein above but of 100 mm bore (internal dia) NOTES :- (i) Cutting of existing CI/DI pipe for making connection shall be measured and paid for separately. (ii) Excavation and earth work shall be measured and paid for separately. (iii) CI/DI joint specials including rubber ring joints shall be measured and paid for separately. |
| 24 | S&F Ductile iron pipe fittings such as bends, tapers, single branch, Y-junction, collars, mechanical collar, caps and plugs including necessary nuts, bolts and washers, any type, any size, spigot socket or flanged ends of size upto 350mm bore (internal dia) conforming to IS:9528/2000 with pressure railing PN-1 (all fittings to be coated for rust prevention i.e. external coating zinc rich paint with finishing layers of bituminous paint as perAnnexure-A of IS:9523/2000 and internal lining shall be of cement mortar with seal coat as per Annexure-B of IS-9523/2000) complete all as specified and as directed. Notes :- (i)Rubber ring joints shall be measured and paid for separately. (ii) Excavation and earth work, if any, shall be measured and paid for separately.(iii) Cutting of existing CI/DI pipe for making connection shall be measured and paid for separately. |
| 25 | M&L for rubber ring tyton push joints ISI marked suitable for spigot and socket and DI pipe and fittings of 350mm bore (internal dia) as per IS:5282 with jointing material complete all as specified and as directed. |
| 26 | All as per the description of Srl item No 25 herein above but of 150 mm bore (internal dia) |
| 27 | All as per the description of Srl item No 25 herein above but of 100 mm bore (internal dia) |
| 28 | Cutting of existing CI / DI pipeline of size 350mm bore internal dia for repairs / replacement of pie line and insertion of collars / tail pieces, tees etc including dewatering of pit, if required complete all as specified and as directed. Note : Excavation and earth work if any, shall be measured and paid for separately. |
| 29 | S&F Ductile iron non rising sluice valve resilient seated pocket less body, stainless steel spindle 350mm bore (internal dia), EPDM coated ductile iron wedge 100% vacuum light design with toroidal design rings and over 250 micron epoxy coating in PN-1.6 designed as per BS 5163/SI :14846 and operating wheel including gasket, nuts, bolts and washers, supplied and fixed/fitted in any location / position including necessary excavation and earth work as required complete all as specified and as directed. |
| 30 | Construction of brick masonry valve pit of size 1400mmx1400x1400mm (internal dimensions of chamber), depth of chamber to be reckoned from the top of PCC in foundation to top of mild steel cover including mild steel sheet cover fabricated out of 3mm thick mild steel sheet andframe of angle iron of size 40mmx40mmx4mm with fixing arrangement and painted with two coats of synthetic enamel paint over a coat of red oxide primer on mild steel sheet / coverand frame including necessary excavation and earth work in any type ofsoil, returning filling in of soils, removal of surplus soil to a distance not exceeding 50 metre as directed, plain cement concrete 1:4:8 type D-2 as in foundation, brick work with sub class ‘B’ old size well burnt bricks in cement mortar 1:4, 15mm thick plastering internally and externally in cement mortar 1:4, 100mm thick plain cement concrete 1:2:4 type B-1 as in flooring finished ever and smooth, complete all as specified and as directed.(Drg for reference : STD-1258) |
| 31 | 3 Layer PP-R (Poly propylene random co-polymer)concealed pipes SDR 7.4 (PN-16) UV stabilized and antimicrobial fusion welded having thermal stability for hot and cold water supply including all PP-R plain and brass threaded poly propylene random fittings like ends, elbows, union, tees, reducingtees, adopters, saddles (snap clips), wall clips, hooks, protective mild steel tube sleeves, as applicable and as required, laid in trenches, outer dia of pipe 110 mm complete all as specified and as directed. Note :- (i) Excavation and earthwork shall be measured and paid for separately. (ii) Fittings like gate valves / ball valve / branch connection shall be measured and paid for separately. |
| 32 | All as per the description of serial item No 31 herein above but outer dia of pipe 90 mm Note :- (i) Excavation and earthwork shall be measured and paid for separately. (ii) Fittings like gate valves / ball valve / branch connection shall be measured and paid for separately. |
| 33 | All as per the description of serial item No 31 herein above but outer dia of pipe 63 mm Note :- (i) Excavation and earthwork shall be measured and paid for separately. (ii) Fittings like gate valves / ball valve / branch connection shall be measured and paid for separately. |
| 34 | Supply and lay PVC slotted pipe 200 mm diaone end socket other end plan connected to 100 mm dia PPR pipe completed all as specified and directed. |
| 35 | S & F PP-R gate valve (Brass insert) as per requirement of site and fixed of110 mm bore all as specified and directed. Make:-SFMC/KPT |
| 36 | S & F PP-R gate valve (Brass insert) as per requirement of site and fixed of63 mm bore all as specified and directed. Make:- SFMC/KPT |
| 37 | Supply, install, testing and commissioning of 5 HP monoblock pump, 415 V 3 Phase, minimum 8 m head and discharge not less than 1600 LPM, complete with locking arrangement inside pit, including fittings likeflanges etc, complete all as specified and directed. |
| 38 | Supply, install, testing and commissioning of 3 HP monoblockpump, 415 V 3 Phase, minimum 12 m head and discharge not less than 14LPS, complete with locking arrangement inside pit, including fittings like strainer, foot valve, flanges etc, complete all as specified and directed. |
| 39 | Supply ad fix Foot Valve conforming to IS 4038, 100 mm (4”) dia. |
| 40 | Supply and fixing star Strainer filter 100 mm dia ISI Marked. |
| 41 | Supply, laying, connecting and testing of PVC insulated and PVC sheathed copper conductorcable 3 core 6sqmm 1100 volts grade complete all as directed. |
| 42 | Supply, install, testing and commissioning of Starter cum LT panel made out of CPRI approved 3.0 mm thick CRCA sheet, dust and vermin proof with angle iron base frame and legs of size 50x50x6mm, PCC 1:2:4 type B-1 for grouting of base, suitable for 3 Phase 415 V 50 Hz complete with incoming of MCCB 4 pole 63Amps 10 KA, DOL starter suitable for 5HP, 3 phase mono block motormotor and 3 HP 3 phase monoblock motor, LED indication lamp RYB, Multifunction meter along with set of CTs, cable entry glands, earthing for panel, complete all as specified and directed. |
| 43 | Earthing complete with galvanized iron or steel plate electrode 600mm X600mm X 6.0 mm burried directly in ground vertially in a pit of depth not less than 2.25m below normal ground level with top edge of the earth plate at a depth of not less than 1.50m below normal ground level surrounded from all sides with mixture of charcoal and common salt in alternate layers and electrode connected to with and including GI/ Steel strip of size 32mmx6mm upto a length of 7.50 metre by means of bolts, nuts, check nuts & washers of galvanized iron /steel, earth strip protected by and including galvanized steel pipe light grade of bore 40 mm (internal dia) & connected to main control board / switch board or any other electrical equipment complete all as shown in electrical plate No : 3 MES SSR including necessary excavation & earth work, disposal of surplus soil not exceeding 50m, in any type of soil. (The rate also includes for cost of charcoal & salt in alternate layers of 15 cm thickness, 20 mm bore internal dia GI/steel pipe light grade) for watering, funnel, wire mesh, PCC chamber in cement concrete (1:3:6) type C-1, 40mm thick RCC(1:2:4) type B-0, reinforced with XPM of weight not less than 4.00 kg/Sqm and mild steel frame of angle 50mmx50xxx6mm and testing on competion complete all as specified and as directed. |
| 44 | Supply and fixingstainless steel with brass connector round dia of pipe 54 mm dia and 15mm threads fountain wielded in per meter for fixing of nozzle including wielding work for any connecting work requirement complete all as specified and directed. |
| 45 | Repairs to existing Block masonary valve pitof internal size 1000x1000x1000mm as per following:-(a) Replacement of MS sheetcover with 3.0 mm thick MS sheet with hinge & Locking arrangement and S&F 25x25x6 mm angle iron frame all around the MS cover by welding.(b) Complete plastering work work to be taken down and to be plastered 15 mm thick in cement mortar (1:6) including WPC (c) Demolition of floor & M&L 100 mm thick PCC (1:2:4) type B1(d) M&L painting on MS cover & frame with two coat of red oxide primer after necessary preparation of surfaces all as specified and directed |
| 46 | Supply only filter media comprising of graded gravel, in accordance with IS: 8419 Part-I, hard and preferably rounded with specific gravity not less than 2.5, free from clay, sand, loam and organic impurities of any kind, Acid solubility not more than 10.00 % for gravel sizes 10mm or larger and 5.00% solubility for gravel sizes smaller than 10mm, Particle size 25mm-40mm, complete all as specified and directed.Note: Filter gravel shall consist of hard, preferably rounded stones with an average specific gravity of not less than 2.5 and shall be free from clay, sand, loam and organic impurities of any kind. The gravel shall not contain more than 2 percent by mass of thin, flat or elongated pieces (in which the largest dimension exceeds three times the smallest dimension) determined by hand picking. Gravel should be free from excessive amount of limestone or shells and acid solubility determined in accordance with procedure given in Appendix R of in IS: 8419 (Part-I)-1977 should not exceed the following limits: (a) For gravel sizes 10 mm or larger: 10 percent solubility. (b) For sizes smaller than 10 mm:5 percent solubility. |
| 47 | All as per item No.46 here-in-before but of particle size 12 mm-20 mm |
| 48 | All as per item No. 46 here-in-before but of particle size 6 mm-12 mm |
| 49 | Supply and fixing of brass nozzle adjustable type of 15 mm dia, interior thread complete all as directed. |
| 50 | Cleaning inside walls with wire steel brush removing pile/sludge/silt/ alge and other foreign material removing excavated soil not exceeding 50m & Supply and fixing HDPE pond liners heavy duty blue colour, min thickness1000 micron including jointing and 10 cm over lap material complete all as specified . |
| 51 | These 9-watt LEDlights are designed to provide long-lasting underwater illumination. Single-color fixtures emit up to 378 lumens of blue, green, natural white, or warm white illumination and have 12V DC operation. Each waterproof LED light is constructed of gray painted aluminum with a glass lens and stainless steel front bezel. Use this annular LED light with fountain tubing up to 1.5\" in diameter. |
| 52 | Supply and fixingLED fountain light controller input 220 volt , out put 12V load capacity 2 KW complete all as specified and directed by engr-in-charge. |
| 53 | Supply and fixing1.5 Sqmm 3 core water proof cable with connectorcomplete all as specified. |
| 54 | Supply and spread clean dry river sand in trenches including leveling, punning for cushioningall as specified. |
| 55 | Supply and fixing cast iron flanged sluice valve of clas 1.6 PN, 150 mm bore ISI marked (IS-14846) with gun metal spindle and hard wheel complete all as specified and as directed |
| 56 | Shiting of existing panel board to new location at a distance n.exc_____ metre including fixing / fitting panel board at new location with and including cement concrete foundation as directed by Engineer-in-Charge |
