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| 1 | Surface excavation in hard/dense of soil, not exceeding 30cm deep and averaging 15cm deep and getting out, complete all as specified |
| 2 | Excavating over areas, n exc 1.5m deep and getting out in hard/dense soil, complete all as specified |
| 3 | All as per Srl Item No 02 here-in-before butdepth exceeding 1.5 mtr and not exceeding 3 mtr deep and getting out hard/dense soil complete all as specified and directed. |
| 4 | All as per Srl Item No 02 here-in-before butdepth exceeding 3.0 mtr and not exceeding 4.5 mtr deep and getting out hard/dense soil complete all as specified and directed. |
| 5 | Excavation in trenches not exc.1.5 mtr wide and not exc.1.5 m in depth for laying of pipes as in hard/dense soil and getting out, complete all as specified and directed. |
| 6 | Returning filling, including spreading, leveling , watering and well ramming in layers not exceeding 25 cm in hard/dense soil, complete all as specified and directed. |
| 7 | Removal of excavated materiali.e soil to a distance not exc. 50m and depositing where directed at a level not exceeding 1.5 mtr above starting point complete all as specified and directed. |
| 8 | Material andlabour for brick work with subclass ‘B` old size bricks, straight or curved on plan exceeding 6 metre mean radius built in cement mortar (1:3), complete all as specified and as directed. |
| 9 | Material andlabour for brick work with subclass ‘B` old size bricks, straight or curved on plan exceeding 6 metre mean radius built in cement mortar (1:6), complete all as specified and as directed. |
| 10 | M & L for PCC 1:2:4 Type B-2 (using 40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 11 | M & L for PCC 1:4:8 Type D-2 (using 40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | Material and labour for PCC 1:2:4 type B-1 (using 20 mm graded mechanically crushed stone aggregate), 50mm thick, as in plinth protection/PCC path and paving, laid in panels of area not exceeding 2.00 sqm with 6mm wide joints filled with mastic (using bitumen and sand mixture applied hot in the ratio of 1:3 by weight) formed at the end of each panel and change in direction of plinth protection/PCC Path and paving and finishing the top surface even and smooth without using extra cement complete all as specified and as directed. |
| 13 | M & L for PCC 1:2:4 Type B2 using 40 mm graded aggregate as in surface channels and drains complete all as specified and as directed. |
| 14 | Supply only integral water proofing compound, complete all as specified and as directed. |
| 15 | M & L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc; vertical or to batter, work in rough finished flat surfaces of concrete complete all as specified and as directed. |
| 16 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), work in rough finished flat surfaces of concrete complete all as specified and as directed. |
| 17 | M & L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide, as roughed finished surface of concrete complete all as specified and as directed. |
| 18 | Material and Labour for TMT steel bars of 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete, all as specified and as directed. |
| 19 | All as per Srl item No 19 here-in-before above but 8 mm dia and over upto and including dia in stirrups/spacers/binders complete all as specified and directed. |
| 20 | M & L for RCC type M-30 design mix (using 20mm graded aggregates) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 21 | M & L for RCC type M-30 design mix (using 20mm graded aggregates) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed. |
| 22 | M & L for RCC type M-30design mix using 20mm graded aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. |
| 23 | Material andlabour for 15mm thick rendering in cement mortar (1:3)on surface of any description of brick or concrete and finished the surface even and smooth without using extra cement complete all as specified and as directed. |
| 24 | Material andlabour for 10mm thick rendering in cement mortar (1:3)on ceilingwith water proofing compound and finished the surface even and smooth without using extra cement complete all as specified and as directed. |
| 25 | Material andlabour for 15mm thick screed bed in cement mortar (1:3)on roof surface floor surface with water proofing compound finishing the top even and smooth without using extra cement complete all as specified and as directed. Note : Water proofing cound measure and paid seperatly |
| 26 | Material andlabour for preparation of new plastered surfaces of walls and applying three coats of white washing , complete all as specified and as directed |
| 27 | S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed. |
| 28 | S & F 110mm bore PVC (SWR) vent cowl, complete all as specified |
| 29 | Supplying and fixing \"medium grade\" ISI Marked GI tubing of size80 mm dia with all fittings like socket union, elbow ,bend, tees etc jointed and fixed complete to walls and ceiling or laid in floors for over flow, complete, all as specified and as directed. |
| 30 | Supplying and fixing \"medium grade\" ISI Marked GI tubing of size40 mm dia with all fittings like socket union, elbow ,bend, tees etc jointed and fixed complete to walls and ceiling or laid in floors for over flow, complete, all as specified and as directed. |
| 31 | Supplying and fixing \"medium grade\" ISI Marked GI tubing of size25 mm dia with all fittings like socket union, elbow ,bend, tees etc jointed and fixed complete to walls and ceiling or laid in floors for over flow, complete, all as specified and as directed. |
| 32 | S & F of gun metal, globe orgate valve, with flanged brass spindle and iron wheel head, screwed both endsfor iron pipe of size 32mm bore complete all as specified and directed. |
| 33 | S & F cast iron Non return valve 80mm,with flanged ends,with any fittings required all as specified and directed. |
| 34 | M & L for framed work such as grills, gratings etc with end of bars shouldered and/or riveted,or forged into spikes framed guard bars barred iron doors ladders framed balusters walk ways railings framework of water tank and similar work conforming to fe 290 Gde-E-165complete all as specified and as directed. |
| 35 | S & F Water Bar (Rubber) inserted between reinforcement concrete walls surfaces, complete all as specified and as directed. |
| 36 | Supply andfixing for 0.80mm Galvanised, Corrugated Mild steel sheeting with two corrugations side lap, fixed with L-type or J-type or cranked hook bolts and washers, ISI marked,, in roofs, walls etc. with grade of zink coating 275, complete all as specified and directed. |
| 37 | S & F plain, galvanised, 0.80mm thick, class-2, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) complete all as specified and as directed. |
| 38 | M & L for Earthing complete with galvanised steel earth plate electrode 60x60cmx 6.3mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to galvanised iron strip 32x6mm by means of bolts, nuts, check nuts and washers of galvanised iron or steelincluding PCC (concrete chamber) shall be PCC 1:3:6 type C-1 using 20mm graded stone aggregate,with fair finish internal surface of concrete chamber shall be given 15mm thick plaster in CM 1:4,funnel with wire gauge of (0.68) 8 mesh per liner inch,80mm thick RCC pit cover 320 mmx320 mm of RCC 1:2:4 type B-1 using 20 mm graded stone aggregate reinforced with XPM,JALLI and charcoal dust and common salt all as shown in electrical plate No.5 of MES SSR Part-1 and specified including provision of earth wire protected by 40 mm dia medium grade GI pipe and watering pipe shall be 20 mm bore medium graded GI pipe,and including all excavation and earth work & connecting the earthing to an earthing test point /transformer neutral/body/LT panel etc.and testing on completeion complete all as spec ified and directed. NOTE: The quoted rate of earthing shall be deemed to included cost of 7.5m long galvanised earth strip 32x6 mm and protection pipe of 40 mm bore medium graded ,GI light graded 20mm bore watering pipe |
| 39 | Siting, boring and testing of trial bore hole suitable for 200mm bore MS casing pipe in any type of strata including soft / hard rock by DTH /ODEX/ Rotary combination rig and getting out for upto 25 mtr depth below ground level.Note:- (i) The diameter of the bore hole should be sufficiently large enough for lowering well assembly of 200mm casing pipe and packing of gravel around MS Casing from top to bottom.(ii) The contractor must submit a report for siting of the borewell. The siting is to be conducted by qualified team. Any failure in siting proper location will render the bore null and void - Proper location means only suitable location for continuos water output of 35 lps (for upto 12 hours a day). It does not refer to the quality of water(iii) Testing of yeild will be conducted for 24 hours with measurement using a water meter for measuring(iv) The quantity maybe icnreased/ decresed if suitable water output is not received/ received early or for other reasons as decided by engineer in charge |
| 40 | All as per Item No 39 above but depth from 26 to 50 mtr below ground level complete all as specified and directed. |
| 41 | All as per Item No 39 above but depth from 51 to 90mtr below ground level complete all as specified and directed. |
| 42 | Supplying, assembling and lowering 200 mm nominal bore mild steel ERW ISI marked casing blind pipe having wall thickness 8.0 mm as per IS-4270-1992 and jointing with electric arc welding, in random length of 3 to 6 metre, jointing and painting with two coats of bituminous paint of external surfaces of pipe complete all as specified and directed. |
| 43 | Supply, assembling and lowering 200mm nominal bore MS ERW fine cut pipe having wall thickness 8mm, slotted pipe conforming to IS-4270-1990 with slot of size 1/8\" wide & 3\" long each and numbers as per location of intermediate aquifers, complete all as specified and directed. |
| 44 | Supply and lowering in borewell, MS ERW column pipe 80 mm bore in 3 mtr length both end flanged with MS flanges 10 mm thick with cut for passing the submersible cable and four no. of holes 10 mm dia with suitable size of nuts, bolts, washers, and rubber gasket complete all as specified and directed.Note: All arrangement & T&P required for lowering the column pipe in the bore shall be made by the contractor under their own arrangement at no extra cost. |
| 45 | Supply and fixing casing cap 200mm dia highly tempered with (MS-AN4Z) grade made out of MS sheet 3 mm thick and fixing with MS clamps 50x6 mm FI with nuts, bolts and washers complete in all respect all as specified and directed. |
| 46 | Development of borewell as per IS-2800 by means of compressor of min 250 PSI capacity air compressor untill the sand free water is obtained from the well for an uninterrupted period of 16 hours in a cycle of 24 hours. The final discharge shall be free form sand to deliver yeild as quoted above and carrying out necessary yield test by V notch method/ by using water meters and submitting the test report complete all as specified and directed by Engr-in-Charge. |
| 47 | Supply, laying/ fixing cable for flat submersible with stranded copper conductor 3 core 1100 volts grade 6 Sqmm cross sectional area confirming to relevant IS complete all as specified and directed. |
| 48 | M&L for best quality pea gravel of mixed size varing 4 mm to 5 mm and packing the same around casing pipe from top to filter portion in the atmost top complete all as specified and directed. |
| 49 | Supply and installation, testing and commissining Pumping set submersible pumpset multi stages min 3 stage suitable for 80mm dia pipe complete with electric motor suitable for three phase 300 to 415 Volt 50 Hz AC size not less than 7.5 KW/10HP 5 Star rated suitable for 150 mm to 200 mm dia bore well and having discharge capacity 490 LPM at 36 m head (head range 36-54 M) complete stainless steel pump shaft and S.S impellers all as specified and directed |
| 50 | Supply only (after testing at site) Pumping set submersible pumpset multi stages min 3 stage suitable for 80mm dia pipe complete with electric motor suitable for single phase 300 to 415 Volt 50 Hz AC size not less than 7.5 KW/10HP 5 Star rated suitable for 150 mm to 200 mm dia bore well and having discharge capacity 490 LPM at 36 m head (head range 36-54 M) complete stainless steel pump shaft and S.S impellers all as specified and directed |
| 51 | Strata sample box (for keeping 75 samples) made out of 20mm thick veneered particle board and 12mm thick ply wood with 25mmx25mm aluminium angle 2mm thick bearer overall length 1200mm x 750mm x 100mm with front glass sheet sliding type cover with aluminium frame all around 2 Nos key holes plate of size 40mm x 25mm and 3mm thick complete showing name of tube well, location and strata sample with depth complete all as per specified. |
| 52 | M&L for chemical/bacteriological analysis and potablity test of water obtained from borewell from Government lab or government approved lab and submitting the report in triplicate.Note : One test shall be conducted on water obtained during boring and one test shall be conducted on water obtained after the completion of the project |
| 53 | Supply, installing, testing & commissioning of CPRI approved LT panel board, outdoor type, double door, front and back door openable type with dust vermin proofouter shell shall be made out of 3.15 m CRCA Sheetand inner shell shall be of 2.0 mm thickness, suitable for operation on 415 V , 50 Hz, 3 phase Ac supplyconfirming to IP-65 including suitable size of 4 pole aluminimum bus bar of capacity 200 Amps complete with frame made out of angle iron of size 50x50x6 mm for mounting of panel 90 cm above ground level, grouting by providing PCC 1:2:4 type C1 , using 20 mm grade crushed stone aggregate powder coated having thickness not less than 100 microns including seven tank process suitable for and including the following :-(a)MCCB 35 to 63 Amps FP 25 KA- 01 No ( As incommer)(b)MCB TPN 16-50 Amps - 02 No ( As outgoing)(c)MCB SPN 6-32 Amps - 04 Nos ( As outgoing)(d)Amp meter 0-200A with CTS-01 No(e) Voltmeter (0-500V) -01 No(f)Selector switches for (d) & (e) -01 each(g)Indicator lamps (R Y B) -01 Set(h) PCC foundation of panel -01 JobNote : -(i) All outgoing feeders shall be connected by cable through suitagle size gland plate/glands (ii) The various feeders shall be indicated by 50mm size letters in synthetic enamel white paint (iii) PCC foundation of panel should be minimum 1.5 Mtr height from gound level |
