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| 1 | Carrying out initial load testing on 450mm dia, 16m deep piles of following testall as per IS complete all as specified and as directed including necessary anchoring and support piles of suitable load/size to be casted as required complete all as specified and as directed |
| 2 | Compression Test |
| 3 | Pull out Test |
| 4 | Lateral Test |
| 5 | Carrying out routine load testing on 450mm dia, 16m deep piles of following testall as per IS complete all as specified and as directed including necessary anchoring and support piles of suitable load/size to be casted as required complete all as specified and as directed |
| 6 | Compression Test |
| 7 | Pull out Test |
| 8 | Lateral Test |
| 9 | Carrying out pile integrity testing on following dia piles all as per IS complete all as specified and as directed:450 mm dia and 16 m deep complete all as specified and as directed |
| 10 | M&L for Dewatering of existing pond complete all as specified and as directed by engr in charge |
| 11 | Earth work in excavation by mechanical means(Hydraulic excavator) means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5mto 3 m , as directed by Engineer-incharge (All kinds of soil) |
| 12 | Earth work in excavation by mechanical means(Hydraulic excavator)means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto50 m and lift from 3.00 m to 4.5m , as directed by Engineer-incharge (All kinds of soil) |
| 13 | M & L PCC(1:2:4) Type B2 nominal mix as in foundation filling and mass concrete complete all as specified and as directed |
| 14 | M&L for Boring for 450mm dia Bored cast in situ piles 16 metres in soil andgetting out and disposal ofspoil to a distance 50 metres using DMC method (Direct mud circulation) complete all as specified and as directed |
| 15 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in all kinds of soil complete all as specified and as directed |
| 16 | M&L for Chipping of laintenance concrete of pile and disposal of spoil to a distance 50 metres all as specified and directed |
| 17 | Supply of locally available approved earth, spreading, leveling in layers n exc. 25 cm thick; watering,ramming/rolling with mechanical rollers n.less than 8T. compaction shall be done at OMC to a specified percentage of standard proctor density not less than 95% complete all as specified and as directedNOTE: (a)Locally available earth required from the item shall be supplied by contractor from out side MOD land at his own arrengement. (b) All cost of procurement or earth including cost of transportation, royalities, taxes etc shall be deemed to be included in the unit rate quoted by the contractor. (c)The earth supplied shall be used for filling. Finished embankment/ travers of filled earth consolidated/ compacted shall be considered for measurement purpose and volume shall be calculated based on these measurements. Also a 5% (five percent) deduction from calculated volume shall be made in terms of clause 3.6 of MES Sch Part-II to allow for inclrease in bulk. |
| 18 | M & L Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed |
| 19 | M & L Rcc- M-30 (Design Mix) Using 20mm Graded crushed Aggregate for Foundations, includingrafts, footings, foundation,beams; plinth beams; basesfor columns, etc. basement,slabs, under-reamed pilesand mass concrete complete all as specified and as directed |
| 20 | M&L for Form WorkFor Rough Finished Surfaces Of Concrete Measured flat For Foundation complete all as specified and as directed |
| 21 | M&L for TMT Bars (Fe 500D) 10 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including Mild Steel Wire (annealed) not less than 0.90 mm, complete all as specified and as directed. |
| 22 | M&L for TMT Bars (Fe 500D)12 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including Mild Steel Wire (annealed) not less than 0.90 mm, complete all as specified and as directed. |
| 23 | M&L for TMT Bars (Fe 500D)16 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including Mild Steel Wire (annealed) not less than 0.90 mm, complete all as specified and as directed. |
| 24 | M & L for RCCM-30 (Design Mix) Using 20mm Graded crushed Aggregate For RCC Wallcomplete all as specified and as directed |
| 25 | M&L for Form WorkFor Rough Finished Surfaces Of Concrete Measured Flat For Wall FlatSurfaces complete all as specified and as directed |
| 26 | M&L for Rendering 20 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth (without using extracement) complete all as specified and as directed |
| 27 | M&L for Finishing with Epoxy paint on concrete surfaces (two or more coats) at all locations preparedand applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete all as specified and as directed |
| 28 | M&L for Surface dressing and Jungle Cutting not exceeding 15 cm deep and getting out in any type of soil including levelling and removing of excavated earth complete all as specified and as directed. |
| 29 | Removing excavated materialn exc 50 M & depositing where directed at a level n exc. 1.50m above the starting point in soil complete all as specified and as directed. |
| 30 | M&L for hardcore of broken stone or boulders gauge n exc 63mm, deposited, spread and levelled in layers n exc 15cm th, watered and rammed to a true surface, complete all as specified. |
| 31 | M&L for PCC 1:4:8 type D2 (40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. |
| 32 | M&L Pavement quality cement concrete (PQC)in pavement/ hard-standing of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre, complete all as specified and directed. |
| 33 | M &L for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’,Thickness of concrete slab in 250 mm all as completed as specified. |
| 34 | M&L for Forming Contraction (Dummy) joints 75 mm deep x 10mm wide, filled with sealing compound Grade \"B\"complete all as specified and directed. |
| 35 | M & L for Fly ash Brickwork subclass \"B\" bricks, straight or curved on plan 6m mean radius in CM(1:6)complete all as specified and directed. |
| 36 | M&L Rendering 15mm thick in CM (1:4) on fair faces of brick/concrete wall surface and finished the surface even and smooth without using extra cement complete all as specified and as directed. |
| 37 | M&L for preparation of new surfaces and applying three coats of white wash on new surfacecomplete all as specified and directed. |
| 38 | M&L for Mobilisation of accessories /tools/ plants /equipment as per IS 2800 (Part 1) 1994 for construction of borewell of 450-500 mm dia bore hole using Rotary Drilling Method (Direct Circulation Method) with all minor accessories at site complete all as specified and directed. Note: The quoted rate shall be inclusive of shifting the accessories/ tools/ plants/ equipment from one site to other for subsequent boring. |
| 39 | M&l for Drilling pilot bore hole of 450-500 mm dia by Rotary/ Reverse rotary Drilling Method (Direct Circulation Method) as described in IS: 2800 (Part I): 1991 in any kind of soil strata including hard stone/boulder maximum of 180 metre depth below ground level, including compound/ powder like valmite, bentonite solution, local silty clay etc. to be required as per the site condition including collecting samples from different strata, preparing and submitting strata chart/ bore log all complete all as specified and directed. |
| 40 | M&L for Resistivity variation studies in bore hole drilled by electric logging of pilot bores by expert of Geology division to know the potential and temperature probes of drinking water by approved agency duly collaborated with strata chart/bore log, submitting of Report including its interpretation by a qualified Hydrologist/ground water expert and as approved by wb govt agency complete all as specified and as directed. |
| 41 | Material and labour for conducting test on Tube well for yield after developing including drawdown test, vertically test, aquifers performance test including arrangement for all T&P required for testing complete all as specified and directed. |
| 42 | Supply, assembling, lowering and fixing in position 200 mm nominal (8\") bore UPVCSch 80 of minimun wall thickness of 10.97 mm Pipe housing pipe both ends sockets suitable for drinking water purpose including necessary fittings & fixtures by jointing complete all as specified and directed. |
| 43 | Supply, assembling, lowering and fixing in position 150 mm nominal (6\") bore PVCSch 80 Pipe of minimun wall thickness of 10.97 mm housing pipe both ends sockets suitable for drinking water purpose including necessary fittings & fixtures by jointing complete all as specified and directed. |
| 44 | Supply, assembling, lowering and fixing in position fiberglass strainer of size 150 mm dia and 7 mm thickness approx duly both ends sockets with adapter etc complete all as specified and directed. |
| 45 | S&Fmild steel bail plug assembly suitable for 150 mm bore casing pipe internal threaded with strong iron hook, screwed and welded to casing pipe as per IS 2800 complete all as specified and directed. |
| 46 | Supply and fixing PVC Nipple 200 mm dia 1 feet long fitted to casing pipe complete all as specified and directed. |
| 47 | Supply and fixing PVC reducer suitable for (200 x 150 mm ) bore casing pipe, 10 mm thick, fitted to casing pipe as per IS 2800 by means ofelectric welding complete all as specified and directed. |
| 48 | S & F mild steel housing clamp of 200 mm long 100 mm wide made out of 20 mm thick thick MS plate made of shape for 200 mm bore casing pipe including necessary bolts & nuts of required size complete all as specified and as directed. |
| 49 | S & F mild steel centre guide pati set of 150 mm wide made of 20 mm thick MS plate made of shape for 150 mm bore casing pipe including necessary bolts & nuts of required size complete all as specified and as directed. |
| 50 | Supplying, designing, packing gravel (hard, insoluble and roughly rounded) of particle size ranges (2 mm to 3.35 mm, 3.35 mm to 4.75 mm, 4.75 mm to 6.3 mm, 6.3 mm to 8 mm, 8 mm to 12.5 mm) to the tube well in accordance with IS: 4097 as per the site requirement complete all as specified and as directed. |
| 51 | M&L for Disinfection of bore well as per IS 2800 (Part 2): 1991 using 200 milligrams of powdered chlorine compound per litre of water present in the well and left in the well for at least 8-12 hours to ensure elimination of any bacteria complete all as specified and as directed. |
| 52 | M&L for Developing of tube well by means of compressed air with diesel engine operated air compressor for each job till free flow of water in well is obtained and till sand free clear potable water with sand content upto 10 PPM is obtained and yield not less than 50000 LPH is obtained and tested for following duration to get maximum yield and discharge including supply of yield test result complete all as specified and directed.(Note : Above rate is inclusive of DHPP ) |
| 53 | Carrying out testing of water sample of untreated water for all parameters mentioned in Table 1 to Table 6 of IS 10500: 2012 from NABL/IIT/NIT/Govt Institute or any approved Lab as approved by the GE complete all as specified and as directed. |
| 54 | S&F pressuregauge 0-14 Kgs rating with isolation cock suitable for a working pressure of 7 Kg/cm² (Liquid based High Intensity) complete all as specified and directed. |
| 55 | Supply lowering and fixing PVC column pipe of 80 mm dia bore, heavy grade (including CI adapter, Nipple, Elbow, Flanges and other fittings) confirming to IS, both end sockets, complete all as specified and directed. |
| 56 | Material and labour for PCC (1:2:4) type B1 using 20 mm graded stone aggregate, for construction of platformof size 1.00m x 1.00m x 0.60m (0.30 M below normal ground level and 0.3 M above ground level) with drain out arrangement including necessary excavation, returning filling, removing of surplus soil and form work for Tube well casing pipe all as specified and directed at site. |
| 57 | Supply, installation, testing and commissioning, lowering of submersible pump, electric driven 415 V, TP Star delta suitable for ( Casing pipe size 200 mm), head range 65-74 Mtr, upto 10 HP discharge 4000 LPH complete all as specified and directed. |
| 58 | Supply and fixing GI water tubing 80 mm bore, medium grade with all fittings (such as bends, elbows, tees, short plugs and union etc.) and laid in trenches complete all as specified and as directed. |
| 59 | Supply and fixing non return valve PN-1.6 size of80 mm dia both ends flanged heavy duty, including jointing materials, nut bolts washer etc and testing complete all as directed. |
| 60 | S&F 80 mm bore resileantseated valve PN – 1.6 IS 14846-2000 with Spindle Iron (Heavy duty) Wheel head and both ends flanged and MS nut bolts and washers and pair of rubber/fiber gasket and fixed in position complete all as directed. |
| 61 | M&L for Construction of brick machinery chamber with subclass B bricks in CM (1:6) with PCC 1:4:8 type B2 for foundation of internal dimension of 90x90x60cm incl 15mm thick plastering in CM (1:4) inside the chamber and on the external portion of exposed above ground level including 3mm thick MS cover welded around with MS flat iron of size 40x6mm including MS angle iron frame of size 40x40x6mm with locking arrangement including painting of two coats of syntetic enemel paint over a coat of red oxide primer including necessary earth work in soft/loose soil, well ramming of soil around the constructed chamber complete all as specified and directed. |
| 62 | Supply, installation, testing and commissioning of monoblock pump, 5 HP, 3 Phase 415 Volts, suitable for installation in small capacity UG sumps, heavy duty with stainless steel frame body and SS impellers, pump capable of delivering water with heavy duty galvanised nuts, bolts and washers etc incl channel for mounting the pumpset on the floor/wall,foundation and nut bolts,connecting pipe etccomplete all as specified and as directed. (For water pumping to overhead/ service tank)Make- Kirloskar brothers/ Crompton/ Grundfos |
| 63 | Supply, installation,commissiong and testing of 5 Ton capacity Winch with minimum 150 Mtr longsteel wire rope with dia 16 mm having motor of 10 HP with hydraulic thruster brake helical gear box and with control panel to pull end of the boom so that it can be laid down in pond and pull the horizontal weight complete all as specified and directed by Engr-in-charge. |
| 64 | Excavation in trenches n exc 1.50m widen exc 1.50m deep and getting out ant type (loose soil) of soil complete all as specified and as directed. |
| 65 | M&L Dry sand filling as cable cushoining for cable protection complete all as specified and as directed. |
| 66 | Supplying and laying un-reinforced precast concrete cable cover, class LV, type 1 with peak, size 250mm x 150mm x 40mm along length of cable in trenches after sand cushioning laid for underground cable protection complete all as specified and as directed |
| 67 | Supply, laying and testing of cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminium conductor, 1100 Volts grade, cross sectional area 35 Sqmm 3.5 core complete all as specified and directed by Engr-in Charge. |
| 68 | Supply, installation, design, testing and commissioning wall mounted double door indoor panel cubical type of suitable size . The Panel made out of 3.15 mm thick MS CRCA sheetand suitable size angle iron structure ,CPRI approved/Type tested compartmentalized, type of size as required including locking arrangement and powder coated paint after 7 tank cleaning process , fixed in wall and including suitable size copper FRLS/HRFR copper wired connection, brass glands for cable entry etccomplete all as specified and as directed and as following specification : -(i) Incomming MCCB 160 Amp, 4Pole, 35KA - 1No(ii) Out going MCCB 63 Amp, 3 pole, 25KA - 1No(iii) MCCB 40 Amp, 3 poole 16 KA- 4 Nos(iv) Fully Automatic Star delta Starter in Enclosure Type MNMotor rating AC-3,Duty 415v, 50 Hz 3 Phase upto 15 HP,Relay range of 10-63 A.-for bore well - 02 Nos(v) Suitable FASD/DOL Starter for 5 HP Water pumps- 2Nos(vi) The panel should have under voltage and over voltage protection including single phase protection, (vii)) LED indication lamps for RYB- 1 set,(viii) Digital multifunction meter for 415V, 3 phase, 4 wire, 50 Hz AC system.(ix) Digital Voltmeter 0-500 Volts - 1No(x) Digital Ammeter 0-200 AMp with CT coil- 1No |
| 69 | S & F Earthing complete with Galvanised steel earth plate electrode 600 X 600 X 6 mm thick burried directly in ground [earth pit not less than 2.25 m deep below ground level] with top edge of plate not less than 1.50 m below normal ground level connected to 25 X 4 mm GI Strip [Earth Lead] and GI pipe 50 mm, Medium Grade for earthing lead protection to the extent of maximum 7.5m, Earth Plate Electrode surrounded by 150mm thick packed layers of Charcoal and Common Salt filled in alternate layers, connected to the plate by means of GI Bolts & Nuts complete all as per Electrical plate No. 3 of SSR Part – I, connected to panel / DB including testing on completion including main earthing, Charcoal, Common Salt, PCC [1:2:4, Type B1] Pit with RCC 1:2:4, Type B1 Cover, 50 mm thick with 6 Nos, 8 mm dia TMT bars in both ways, MS frame made with 40 X 40 X 6 mm Angle Iron, MS Funnel with 20 mm bore, medium grade GI Watering pipe, wire mesh, earth work excavation, return filling, removal of surplus soil etc. complete all as specified and directed. |
| 70 | M&L for Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 25x4 mm galvanised iron strip complete all as specified and directed. |
| 71 | Supply and laying or fixing or passing through pipe flat PVC insulated PVC sheathed copper couductor stranded submersible cable cores 1100 volt grade 6 Sqmm 3 core including jointing material and connection work complete all as specified and as directed. |
| 72 | Supply and fixing GI water tubing 40 mm bore, lightgrade with all fittings (such as bends, elbows, tees, short plugs and union etc.) and laid in trenches/fixed to wallcomplete all as specified and as directed. |
