Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date19 Dec 2024
Closing Date9 Jan 2025
Tender Amount₹ 45,00,000 
Notes
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Costs

Description

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BOQ Items

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Notes for Item No 1.01 & 1.02 :- (i) Any material required for attending complaints shall be measured & separately under respectvie items here - in- after. (ii) The complaints shall be attended and the defetcs shall be rectified by a team of matric qualified having minimum 03 years experienced electrician/Plumber as applicable assisted with adequate No of helpers as directed by Engineer-in-charge. (iii) The complaints shall be attended & defect shall be rectified within 08 hrs commencing from date and time of notifying the complaint failing which a penalty @ Rs 200/- per complaint per day (08 hrs) shall be levied upon/imposed on the contractor and recovery shall be made from contractor's dues. (iv) In case, after checking & attending the defect, it is not possible to rectify the defect within 08 hrs, the facts shall be brought to the notice of Engineer-in-charge by the contractor/his rep. If Engineer-in- charge is satisfied with contractors view, no recovery will be made. (v) While attending the complaint of water supply if earth work is required then the same shall be measured and paid seperately under appropriate item of Sch 'A' i.e item No 2, 2.01 to 2.06, 3, 3.1 to 3..05, 4, 4.01 to 4.05, 5, 5.01 to 5.05, 6, 6.01 to 6.03, 7, 7.01 to 7.06, 8, 8.01 to 8.02, 9, 9.01 to 9.08, 10, 10.01 to 10.04, 11 to 14, 15, 15.01 to 15.03, 16, 17, 23, 45 to 51. However, no extra payments shall be made for dewatering. (vi) Cutting of GI pipe in position and threading is also deemed to be included in the job rate (Fittings and fixtures will be measured and paid separetely under respective items of Sch).

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(vii) All T&P required for attending the Complaints shall be provided by the contractor. (viii) The Pipe Fitter shall always be in possession of die set complete with cutters,Taps, Pipe wrench, Chain wrench, Caulking tools, complete set of spanners and ladders etc as required at site. (ix) The Electrician shall always in possession of all Electrician tools, LT Megger, Earth Tester, Multimeter, Crimpling tool, insulation tape, Hand gloves etc required at site. (x) Rate for taking down/out existing & fittings & fixtures and refixing to make it functional shall be into account. (xi) A BOO ordered for material procured by contractor and taken on charge through RV and complaint wise dockets will maintained and USR's duly vetted by AO GE (E/M) for procured materials issued for incorporation in work will be mentioned in BOO. BOO will concorn/approved by Accepting Officer in one time for complete materials to be consumed in work and if any balance quantity of material left with contractor the same will received back on credit USR's & kept on record. (xii) Old U/s material iron scarp obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of weight in (KG) shall be taken into account and attach with RAR/F Bill)

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Supply only in replacement GI socket Med grade ISI marked of following sizes :

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15 mm bore

250

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20mm bore

300

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25mm bore

100

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40mm bore

5

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50mm bore

4

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80mm bore

2

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Supply only in replacement GI Elbow Med grade ISI marked of following sizes :

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15 mm bore

180

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20mm bore

250

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25mm bore

80

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40mm bore

10

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50mm bore

5

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Supply only in replacement GI Union Med grade ISI marked of following sizes :

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15 mm bore

150

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20mm bore

250

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25mm bore

40

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40mm bore

10

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50mm bore

4

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Supply only in replacement GI Nipple of different length as per requirement, both end screwed Medium Grade, ISI marked of following size:-

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15 mm bore

200

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20mm bore

250

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25mm bore

70

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40mm bore

5

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50mm bore

3

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Supply only in replacement PVC 'L' type Holder, Aluminium rod, Float Ball etc complete all as required at site and all as directed of following Size:-

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15 mm bore

50

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20mm bore

50

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25mm bore

10

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Supply only in replacement GI Reducing socket Med grade ISI marked of following sizes :

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20mm x 15 mm bore

60

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25mm x 15mm bore

80

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25mm x 20mm bore

50

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40mm x 20 mm bore

10

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40mm x 25 mm bore

10

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50mm x 20 mm bore

10

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Supply only in replacement GI Reducing Elbow medium grade ISI marked of the following sizes :-

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20mmx15mm bore

60

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25mmx15 mm bore

30

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Supply only in replacement GI Tee of different length as per requirement, both end screwed Medium Grade, ISI marked of following size:-

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15mm x 15mm x15 mm bore

60

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20mm x 20mm x 15 mm bore

50

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20mm x 20mm x 20 mm bore

50

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25mm x 25mm x 25 mm bore

30

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25mm x 25mm x 15 mm bore

30

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25mm x 25mm x 20 mm bore

20

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40mm x 40mm x 20mm bore

5

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40mm x 40mm x 25mm bore

5

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Supply only in replacement GI solid plug heavy duty ISI marked of following sizes :

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15 mm bore

150

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20mm bore

150

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25mm bore

30

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40mm bore

5

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Supply only of Lead Pig bar of standard quality inclosed container complete all as specified and directed.

250

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Supply only Spun yarn of best quality in bundles complete all as specified and directed.

30

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Supply only gland packing of any size best quality complete all as specified and directed.

10

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Supply only 3 mm thick rubber Gaskets suitable for any size of flanges upto 200 mm dia complete all as specified and directed.

40

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Supply only PTMT Float valve with epoxy coated aluminium rod and high density HDPE ball (as per manufacturer's instructions) of following sizes complete of following sizes :

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15 mm bore

300

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20 mm bore

400

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25 mm bore

40

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Supply only in replacement Tank Nipple suitable for any capacity HDPE water tank 20 mm dia of required length complete all as specified and directed.

15

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S&F in replacement of old gun metal gate valves with iron wheel head screwed both ends for iron pipe, ISI marked, as per IS : 778 of following sizes complete all as specified and as directed:- (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

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15 mm bore

80

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20 mm bore

60

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25 mm bore

30

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40 mm bore

10

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50mm bore

5

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M&L for testing of drinking water being collected from local source (bore wells/shallow wells/under ground sumps) one test in one month for one source in the area under AGE (U) W/S No-II as directed by EIC in the area under AGE(U) W/S No II and submission of detailed test report to the office of Engineer-in-Charge. (a) Collection of water from different sources of water ie Sump, bore wells & shallow wells in sterilized bottle and testing in Govt Approved laboratory as mentioned in specification. (b) Carrying out minimum essential testing of water as per IS 10500-1991 mandatory for chemical colour, odour, taste, turbidity, Lead, PH value TDS total hardness, iron, chloride, fluride and residual free chlorine and Bacteriological total Collie from organisms per 100 ml (MPN) and E Collie in 100 ml) and submission to this office with specific recommendation regarding suitability of water for drinking purpose. Note :- Rate quoted shall deemed to be included for : - (i) Cost of sterilized bottle as required. (ii) To and fro transportation charges for collection of samples from source(sump/bore well/shallow wells) (iii) Contractor will required to visit the site of AGE (U) W/S-II area for working out number of sources i.e borewells/shallow wells/under ground sumps etc. Approximately 15 Number of tests will be carried out in eleven months period. (iv) Period of testing of water sources is of 11 (Eleven) months from the commencement of work. (v) Mode of payment: - Payment will be made after completion of work as one JOB for 11 (Eleven) months for number of tests. Part payment will be allowed after dividing number of months in quoted unit rate.

1

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Excavation in trenches not exc 1.5 M wide and not exc 1.5 M in depth for pipe line, etc in soft/ loose soil getting out and levelling of bottom surface to required level all as specified and as directed.

684

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Returning filling, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed by the Engineer-in-charge.

615

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Removing excavated material from site to a distance not exc 50mtr away and depositing where directed not exc 1.5mtr from the starting point complete all as specified and directed.

69

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Surface dressing of uneven surfaces of the natural ground, rough excavated surfaces and filled area where ordered shall be trimed to an even surface horizontal or slopping, by removing vegetation and by scrapping high patches and filling low patches with the scrapping soil to given an even and neat look to the site. depth of cutting not exceeding 15 cm complete all as specified and as directed.

500

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Supply only in replacement Bib tap of 15mm bore standard of PTMT any colour high pressure screwed for iron pipe and fixed. (Minimum weight 15mm-90gms/20mm-125gms) complete all as specified and as directed.

150

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Labour work required for taking out suction pipe 80 mm to 200 mm bore from sump of any capacity, dismantling of foot valve screwed / flanged type, and relowering after refixing in position the same duly cleaned / minor repair if any required such as replacement of rubber gasket/ lifting bolts & nuts including making thread for the suction pipes off sizes etc complete all as specified and as directed.

15

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Supply and fixing rotational moulded polyethylene water storage tank, cylindrical vertical with closed top, 500 litres capacity, tripple layered, hoisted and fixed in position after taking down as existing at site (of any capacity) complete all as specified and as directed. (Note:- Old U/s PVC Tank obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill.

2

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Supply and fixing rotational moulded polyethylene water storage tanks, cylindrical vertical with closed top, 1000 litres capacity, tripple layered, hoisted and fixed in position after taking down as existing at site (of any capacity) complete all as specified and as directed. (Note:- Old U/s PVC Tank obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill.

1

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Supply and fixing in replacement GI pipe medium grade ISI marked including all fittings as in walls,ceilling, roof or in trenches complete all as specified and as directed of following sizes :- (Note:- (i) Excavation and earth work will be measured and paid separately. (ii) Old U/s GI Pipe material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

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15 mm dia

300

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20 mm dia

400

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25 mm dia

200

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40 mm dia

100

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50 mm dia

100

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80 mm dia

120

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S&F in replacement of old worn out/broken cast iron/ DI fitting for flanged /spigot and socketed pipes such as bends, reducer, tee pieces, tail pieces, collar, cross, caps & plug upto 150mm bore complete all as specified and directed. (Note:- (i) Excavation and earth work will be measured and paid separately. (ii) Old U/s CI/DI fitting material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

320

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Supply, laying jointing, testing of DI pipe with class-K-7 spigot socketed ends, conforming to IS-8329 laid in trenches including providing route indicators of suitable height and laying at spacing of @ 50m center to center at GL mentioning name of contractor, date of execution & CA No with name of work & rubber gasket (Tyton) joints with jointing material & route indicators of the following sizes including taking down of existing CI/DI pipe complete all as specified and directed by Engineer-in-Charge. Note 1: - Excavation & earth work shall be measured and paid seperately under respective items of BOQ. Note 2:- Contractors will provide route indicators mild steel body with top 150 mm plate 3mm thick and height not less than 300mm above finished GL at suitable intervals as directed by EIC. Cost of route indicators shall be deemed included in quoted unit rates. Note 3:- DI pipe whole quantity of tender shall be procured by contractor in one time from the authorised dealer of approved make and PV's, MTC & e-way bill will produced by contractor during payment of 1st RAR as material laying at site. Note 4:- Piece meal site for laying of pipe shall be given by EIC and contractor arrange to transport the DI pipe accordingly at his own arrangement. No any additional payment for transportation will be given to contractor. Contractors are requested to quote rate accordingly. Note 5:- Layout plan for laying of DI pipe shall be given by EIC in writing. Note 6 :- Cost of Rubber gasket joints (Tyton Joint) included in quoted unit rates. Note 7 :- Old U/s CI/DI pipe material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

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80 mm bore

150

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100 mm bore

100

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150 mm bore

250

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200 mm bore

66

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S&F in replacement PPR Pipe PN-16, SDR 7.4 including fittings for laying out on wall / ceiling or in trenches of following sizes complete all as specified and directed.

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16 mm bore

150

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20 mm bore

200

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25 mm bore

150

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40 mm bore

100

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50 mm bore

100

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90 mm bore

250

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110 mm bore

330

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(Note:- (i) Excavation and earth work will be measured and paid separately. (ii) Old U/s PVC material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

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Supply and fixing in replacementy of old for mild steel work for manhole cover, stair case steps made of MS angle/ flats/channels etc including cutting out top and bottom to shape as directed, drilling holes, notching for wire etc flat iron fillets including all necessary drilling, bolting or rivetting etc and similar works confirming to Fe-290, Gde E-165 and applying two coats of synthetic enamel paint over a coat of red oxide primer including preperation after demolition of existing covers, steps etc complete all as specified and as directed. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

200

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Supply, fixing, jointing & testing Cast Iron Sluice Valve of sizes as under, ISI Marked, flanged ends drilled pressure rating PN-1.0 PD Short body, confirming to IS 14846-2000, having stainless steel spindle with cast iron operation wheel at top including taking out UNSV Sluice Valve complete all as specified and as directed. (Note:- (i) Flanged joints complete with jointing material including replacement of SS Hexagonal nuts, bolts and washers of suitable size including replacement of flange gasket of suitable thickness shall deemed to be included in the units rate of this item. (ii) Old U/s sluice valve obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in (EACH) shall be taken into account and attach with RAR/F Bill.

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80mm bore

2

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100mm bore

4

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150mm bore

7

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Supply, fixing, jointing and testing of Cast iron Non Return valve without by pass arrangement, swing type, confirming to IS 5312, flanged ends pressure rating PN 1.0 complete including taking out unsv NRVcomplete all as specified and as directed at site by the Engr-in-Charge. (Note:- (i) Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.) (ii) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in NRV (EACH) shall be taken into account and attach with RAR/F Bill)

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100mm bore

2

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150mm bore

4

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Supply, fixing, jointing and testing of CI Foot valve of following size , Flanged ends, Swing type opration with rubber sheet as per IS-4038 including taking out unserviceable of following sizes complete all as specified and directed by Engineer-in-Charge. Note (i) :- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this items. (ii) Old unserviceable material shall be taken on charge and enter in demolition / salvage register in 'EACH' and attach the same page of salvage register with each RAR.)

-

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100 mm bore

2

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150 mm bore

6

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Supply and installation of flanged ends Water Meter woltman type, including testing and making good connection with flanged ends, with gasket rubber sheet and nut & bolts etc ISI Marked fixing in horizontal/incline/vertical position, including taking out unserviceable of following sizes complete all as specified and as directed at site by the Engineer-in-Charge. (Note :- (i) Flange joints including jointing materials shall deemed to be included in the unit rate of this item.) (ii) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in water meter (EACH) shall be taken into account and attach with RAR/F Bill)

-

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80 mm bore

1

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100 mm bore

1

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150 mm bore

3

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Material & Labour for painting on steel and iron surfaces with one coat of synthetic enamel paint as per existing colour scheme or pattern complete all as specified and directed

200

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Supply only Multipurposes grease lubricant for Motors and Pumps in sealed container complete all as specified and directed

5

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Supply and laying LT XLPE UG armoured , heavy duty electric cable with aluminium conductor, 1100 volts grade, of cross siectional area of following sizes including taking down the existing XLPE cable one and deposited to MES store yard all as directed:- (Note :- (a) Excavation & earth work brick protection & sand cushioning shall be measured and paid seperately under respective items. (b) Layout plant shall be given by Engineer-in-Charge to contractor in writing. (c) Old U/s XLPE aluminium cable material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

-

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16 Sqmm, 4 core

150

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25 Sqmm, 3.5 core

150

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35 Sqmm, 3.5 core

100

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50 Sqmm, 3.5 core

150

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120 Sqmm, 3.5 core

200

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Labour only for laying existing burnt bricks sub class 'B' old size laid in trenches with equal to length of bricks across the cable for cable protection including taking out old U/s bricks from trenches complete all as specified and as directed. (Note:- Old U/s bricks/brick bats material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in volumn (CUM) shall be taken into account and attach with RAR/F Bill)

762

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Supply, fillings & spreading of fine 'Yamuna River' sand in trenches by providing 15cm below cable punned to 10cm after hand roller and 8cm above cable for cable protection complete all as specified ans as directed. (Note: Punned down thickness of sand shall only be taken for measurement & payment.)

31

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Supply and laying of Burnt bricks sub class 'B' old size laid in trenches with equal to length of bricks across the cable for cable protection all as specified and as directed

3046

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Repair/maintenance of juction box/pole box as per site including serviceable of bus bar, MCB & changing of cable or make it serviceable condition complete all as specified and directed.

4

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Supply & Fixing in replacement elecrtonic timer type ST 100 for fixing in panel complete all as specified and as directed

2

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Supply & Fixing of fully automatic star delta motor starter including mild steel enclosures suitable for 10 HP of motor rating AC 3 duty 415V 50 Hz 3 phase, relay range 9-15 Amps including taking down old starter complete all as specified and directed.

2

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Supply only in replacement of 3 pole power contactor Type MNX 25, 110 Amp, 415/220 volts, 50 hz coil voltage 415 volt complete all as specified and as directed.

2

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Supply only in replacement of 3 pole power contactor Type MNX 32, 110 Amp, 415/220 volts, 50 hz coil voltage 415 volt complete all as specified and as directed.

2

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Supply only in replacement of 3 pole power contactor Type MNX 32, 110 Amp, 415/220 volts, 50 hz coil voltage 415 volt complete all as specified and as directed.

2

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Supply only in replacement of thermal over load relay type MN relay range 28-42 Amps complete all as specified and as directed.

2

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Supply only in replacement of thermal over load relay type MN relay range 20-32 Amps complete all as specified and as directed.

2

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Supply only in replacement of thermal over load relay type MN relay range 13-21 Amps complete all as specified and as directed. (Note for ser item No 43 to 50 :- Old U/s iron scrap material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

2

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Supply and fixing in replacement LED batten arrow for multi application suitable for 18 watts with & including necessary cable connection to make it functional complete all as specified and as directed

20

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M&L for Earthing complete with galvanised steel earth plate electrode 600 x 600 6 mm thick burried directly in ground 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 the Galvanised iron strip 32 x 6 mm size by means of bolts, nuts, check nuts and washers of galvanised iron and 32 x 6 mm GI strip procted by provision of GI light grade pipe 40 mm bore including provision of concrete pit in PCC 1: 2: 4 type B-1, using 20 mm graded stone aggregates with 40 mm thick cover of RCC (1:2:4) reinforced with XPM weight not less than 4 kg/sqm and 6 mm dia bar handle, excavation and earth work in any type of soil, charcoal dust and salt light grade GI watering pipe 20 mm bore with funnel and wire mashe and medium GI protection pipe 15 mm bore 5 Mtr long and GI strip upto main earthing of pole complete all as shown in electrical plate No 3 of MES Sch 2009 Part-I including dismentling of existing earthing pit & GI strip / plate complete all as specified and as directed. Note:- (i) Main Earthing strip from earth plate electrode to test point upto length of 7.t meters shall deemed to be included in the unit rate quoted against this items. (ii) On testing after completion of the earthing work if the desired resistenance is not obtained, the contractor shall redo the the complete earth work without any extra cost to the department. (iii) Old U/s iron scrap material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

4

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Material and labour in replacement for point wiring complete with 1.5 sqmm (nominal crossectional area) FRLS PVC insulated unsheathed and stranded copper conductor cable ISI marked and including PVC concealed conduit ISI marked of size 20 mm dia medium grade and PVC conduit fittings such as tees, bends, elbows, reducers except conduit junction box (Junction box will be of MS) including FRLS PVC insulated unsheathed 1.5 sqmm copper earth wire, connecting to common earth dolly and including metal flush box of suitable size for fixing switches/sockets/fan regulators etc complete all as directed for the following:- (Note:- Old U/s point wiring / copper wire / iron scrap material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

-

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One light point/fan point/exhaust fan point/circulator fan point/bell/buzzer controlled by one 1 way switch/bell push etc.

35

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One socket outlet point 5 Amps on the same board

10

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One socket outlet point 5 Amps on the independent board

10

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All as per Item No 53 above but for Power Point 3 Pin Socket Outlet 15Amp and 4 Sqmm copper wire for independent Board complete all as specified and directed.

5

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Supply & fixing in replacement of switch piano, flush type single pole 1 way, 5/6 Apms complete all as specified and directed.

50

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Supply and fixing in replacement of swithc Piano flush type single pole 1 way 15 Amps complete all as specified and directed.

6

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Supply and fixing in replacment of socket outlet 6 Amp 2 in 1,3 pin complete all as specified and directed.

10

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Supply and fixing in replacment of socket outlet 16 Amp 2 in 1, complete all as specified and directed.

5

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Supply and fixing in replacement of electronic Fan regulator 5 (Five) step type complete all as specified and directed. (Note for item No 55 to 59:- Old U/s iron scrap material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

8

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Supply and fixing in replacement of Ceiling rose, surface bakelite, 3 terminal, 240 volts, 5 Apms complete all as specified and directed.

10

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S & F in replacement for fixing MCCB's following sizes in existing/new location complete all as specified and directed. (Note :- Old U/s MCCB material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in iron scrap weight (KG) shall be taken into account and attach with RAR/F Bill)

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MCCB 63 Amps 3 Pole 16 KA

2

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MCCB 100 Amps 3 Pole 16 KA

2

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MCCB 125 Amps 3 Pole 16 KA

2

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MCCB 160 Amps 4 Pole 36 KA

3

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MCCB 200 Amps 4 Pole 36 KA

4

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MCCB 250 Amps 4 Pole 36 KA

2

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Supplying , laying , jointing, welding and testing MS Pipe (Heavy class 'C') IS : 1239/3589, of followiing sizes laid in trenches or in Horizontal/Vertical/inclined position or laying on floors for connections for suction, to header and connected to out going water main CI/DI/GI pipe line, for following size including taking out the old unserviceable pipes Note:- (i) MS Flanges incl fabrication work will be measured and paid separately. (ii) Old U/s MS Pipe material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

-

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80mm dia

6

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100 mm dia

24

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150 mm dia

48

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M&L two coat of distempering walls with oil bound distemper including washing rubbing down, filling of cracks with 2mm thick BIRLA Care putty, including necessary scaffolding work etc complete all as specified and directed

140

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M&L Apply two coat of cement base paint after prepation of surface of walls/sump including Writing letter on Wall/Sump and necessary scaffolding work etc complete all as specified and directed

700

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M & L for preparation of old surfaces of LT steel tubular poles of any size and type with bracket clamps etc and painting with two coats of Aluminium paint upto 6 mtr long and exposed surface of Pole yellow and black paint in strips alternative 30 cm wide ipto 1.5 mtr from ground level including marking of pole No's with paint complete all as specified and as directed.

7

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M&L for re-painting of LT Panels/feeder pillars with 2 coats of super enamal paint over a coat of red-oxide with sparygun including writing on feeder pillar in appropriate size of letters complete all as specified and directed.

50

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Supply, fixing, installation, testing & commissioning of steel tubular swaged poles type 410 SP-31 (9 mtr long) of approx wt.147 kg conforming to IS 2713 (Part-II) with top lamp including excavation, earth work, PCC foundation, base plate,PCC coping,GI pipe for cable protection etc. and GI bracket for fitting mounting including dismentling of existing PCC pole complete all as per manufacturer's instructions and as specified and as directed by E-in-charge. Note:- (i) The unit rate in this item is deemed to be included the cost of exacavation and earth work in any type of soil,PCC foundation 1:4:8 type D-2 , PCC coping 1:2:4 type B-1 as in steel tubular pole and GI bracket made of GI pipe medium grade 40 mm bore, 1.5 mtr long for fixing of street light fitings . The steel pole shall be painted by bituminious paint total length inside and up to planting depth outside and remaining portion of pole painted with two coat of aluminium paint over a coat of red oxide complete all as specified and directed. (ii) Old u/s PCC Pole shall be taken on charge and attach 'RV' with RAR/ Final Bill.)

4

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Re-development of existing bore well, of any capacity size, not more than 160mtrs deep, at the pressure not less than 6 Kgs/Sqcm by disel engine driven air compressor of capacity 630 CFM with & including air pipe and connected items to achieve the minimum yield of 3 litres per second of tube well including transport complete all as specified and as directed. (Note:- (i) Compressor machine log sheet will be prepared and attached with the bill. (ii) Transportation, diesel, driver & heiring of compressor machine shall be deemed included in quoted unit rate.)

10

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