Military Engineer Services Tender
View complete overview of Chandigarh MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date3 Sep 2024
Closing Date1 Oct 2024
Tender AmountRefer Documents
Costs
EMD
₹ 40,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_670707_1Tender No
CWE/AF CHD/CHD/T-11/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Taking down cement plaster from brick or concrete surface including hacking for key scrabbing down with water complete all as specified and as directed.
200
-
-
M&L for PCC Type B1 1:2:4 (using 20 mm graded stone aggregate) as in coping etc complete all as specified and as directed.
0.5
-
-
M&L for rendering 15mm thick in cement mortar 1:4 as on brick walls finished the surface even & fair without using extra cement complete all as specified and as diretctd.
300
-
-
Demolition of mud phuska on roofs any thickness including mud plastering (whether full thickness removed or only a part thereof) and removal of debris out side of MoD land to a place designated by the local administration complete all as specified and as directed.
2.2
-
-
Dismantaling brick tiles or terracing tiles single layer in roofs complete all as specified and as directed.
18
-
-
Taking down existing plaster/tarfelt including roof treatment bedding on surfaces of roof /parapet wall etc. complete all as specified and as directed.
22
-
-
M&L for plain cement concrete (1:2:4) type B-0, using 12.5 mm graded mechanically crushed stone aggregates as in padding to roof with and including maintaining the required slope and finished the surface even and fair complete all as specified and as directed.
2.2
-
-
Supply only liquid water proofing compound of approved make complete all as specified and as directed.
7
-
-
M&L for preparation/cleaning the plastered or concrete surfaces and applying water proofing treatment to (roof) horizontal surfaces consisting as under:- (a) Applying evenly a coat of bituminous primer conforming to IS- 3384:1986 @ 0.30 litre/sqm (b) A layer of minimum 3mm thick APP polymeric membrane of weight not less than 3kg/sqm, and min 3mm thick reinforced with polyester non-woven fabric (weight not less than 150gm/sqm), duly sealed at over laps & joints with flame (by torch application) as per manufacturer’s instructions complete all as specified and as directed.
22
-
-
M&L for 40 mm thick brick tiles bedded over 15mm thick screed bed in cement mortar 1:6 and joints grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement complete all as specified and as directed.
15
-
-
M&L for 40 mm thick brick tiles (EXCEPT TILES) bedded over 15mm thick screed bed in cement mortar 1:6 and joints grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement complete all as specified and as directed. Note:-Serviceable tiles retrieved against item No 8 here-in-before shall be reused after cleaning. Rates quoted shall deemed to be included for cleaning/removing mortar from the tiles. Nothing extra will be admissible on this account.
3
-
-
M&L for Framed work such as grills, gratings, etc. with ends 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 tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed.
120
-
-
Dismantling mild steel work of any description not otherwise described for complete all as specified and as directed.
5
-
-
M&L for Mild steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering confirming to Fe-410-W(Gde- E-250) quality-B. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and as directed.
200
-
-
M&L for Rolled Mild steel plates (plain or chequered) channels, square cut or notched (ordinary & counter sunk) forming holes with riveted, bolted or welded attachment confirming to Fe 410-W (Gde-E- 250) quality-A complete all as specified and directed.
300
-
-
S&F 1.25 mm thick mild steel black sheets as in wall cladding, steel gates and similar work, cut to size , holes punched, including round headed screws, welded or riveted including bending or turning up complete all as specified and directed.
2.5
-
-
M&L for Preparation of new steel surface of any description not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.
20
-
-
M&L for Preparation of old steel surface of any description not otherwise described, over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed.
15
-
-
M&L for preparation of plastered or un-plastered new surfaces of walls, cornices etc by brooming down or steel wire brushing, and applying two coats of cement base paint complete all as specified and as directed.
300
-
-
M&L for preparation of plastered or un-plastered old decorated surfaces of walls, cornices by brooming down or steel wire brushing, scraping down smoke shoots, moulds, moss and efflorescent salt, trading oil and greasy spots etc and applying one coat of cement base paint on wall complete all as specified and directed by Engineer-in-charge.
200
-
-
Taking down Chowkhats with shutters without taking of shutter from the frame of any description not exceeding 1.50 Sqm each complete all as specified and as directed.
3
-
-
S&F for factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 45 x 70 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with and including MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made & fixing in opening as per specification & drawing
15
-
-
S&F for factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 30mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws complete all as specified and as directed.
Note: Butt hinges shall be paid separately.
6
-
-
S&F extruded aluminium alloy handles, fabricated type, anodised of size 150 mm complete all as specified and as directed.
6
-
-
S&F aluminium anodised, barrel tower bolts of extruded section with length of bolt 150 mm and fixed complete all as specified and as directed
6
-
-
S&F mild steel butt hinges medium weight of size 100mm complete all as specified and as directed.
9
-
-
S&F aluminium alloy, anodised, sliding door bolt with hasp and staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy with length of bolt 300 mm and fixed complete all as specified and as directed.
3
-
-
M&L for Demolition of reinforced cement concrete in any position and any description including cutting of reinforcement bars to facilitate demolition complete all as specified and directed.
1.4
-
-
M&L for Precast Reinforced cement concrete (1:2:4), type B-1, using 20 mm graded mechanically crushed stone aggregates as in manhole covers etc with and including use and waste of form work complete all as specified and as directed.
1.4
-
-
M&L for Mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and as directed.
100
-
-
M&L for Mild Steel TMT bars 6 to 8 mm dia cut to length, bent to shape required, including cranking, bending etc., and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified.
60
-
-
Demolition of cement concrete (unreinforced) in ground floors/pavings n.exc 15 cm thickness (below or above the ground level) and removing debries outside MOD land to a desiginated place earmarked by the local administration complete all as specified & as directed.
35
-
-
M&L for 100 mm thick PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base complete all as specified & as directed
200
-
-
M&L for 75mm thick PCC, type B-1, 1:2:4 using 20mm graded stone aggregate as in floors/hardstanding etc finished the surface even and fair and making impression of XPM whilst concrete is greeen including necessary formwork complete all as specified and as directed.
200
-
-
M&L for 75mm thick PCC, type C2, 1:3:6 using 40mm graded stone aggregate as in floors/hardstanding etc finished the surface even and fair and making impression of XPM whilst concrete is greeen including necessary formwork complete all as specified and as directed.
40
-
-
M&L for Forming contraction ( Dummy joints) 65 mm x 10 mm wide and filled with sealing compound of Grade B complete all as specified and as directed.
1.5
-
-
M&L for roughening of surfaces of old concrete floor/slab by wire brushing, sweeping, cleaning and washing down to remove all loose dust etc, and brushing neat cement slurry @ 3.00 kg/Square Metre on floor/roof surface complete all as specified and as directed.
232
-
-
M&Lfor Water proofing treatment to sunken portion of WCs, bathroom etc. by applying cement slurry mixed with Acrylic based polymer modified cementitious composite compound coating of make as approved in Technical Instruction 5/ 2003:-
(a) 15 mm thick plaster (1:4) in cement sand mortar with integral water proofing compound 2 % by weight of cement on floor and wall, finishing the surfaces even and smooth without using extra cement. The surface shall then be cured and allowed to dry. (Note: Supply only water proofing compound shall be measured and paid separately).
(b) First layer of slurry of cement @ 0.488 Kg/Sq.m mixed with Acrylic based polymer modified cementitious composite compound @ 0.253 Kg/Sq.m. This layer shall be allowed to air cure for 4 hrs.
(c) Second layer of slurry of cement @ 0.242 Kg/Sq.m mixed with Acrylic based polymer modified cementitious composite compound @ 0.126 Kg/Sq.m. This layer shall be allowed to air cure for 4 hours followed with water curing for 48 hours.(d) After treatment of surface suken portion to be tested for water tightness any leakage or seepage is obserbed same be rectified before filling the sunken portion.
210
-
-
WATER SUPPLY
-
-
-
Taking out defective submersible pump & motor (50HP) set 8 to 10 stage, 700-900 LPM at 112mtr head of any dia upto 100mm from bore well with the help of chain pulley after disconnecting electrical connections from motor starter, disconnecting the column pipe from supply pipe line, opening each column pipe by unscrewing nut bolt, rubber packing of each column pipe, submersible cable and keeping a-side for reuse the number of column pipe to be . alongwith submersible cable, for repair / replacement of parts to make it fully functional, reassembling the same after repair, lowering/installation to its original position, electric connection of input/ output electric supply, connecting the column pipe to supply pipe line testing to its full load capacity at least for 4 hours and all other relevant tests including any minor repair, replacement of rubber gasket for column pipe etc. transportation to workshop and vice-versa, complete all as specified and directed by the Engineer-in-Charge.
1
-
-
Dismantling of submersible motor 50 HP 415 volts 50 Hz 3 phase AC electric supply, taking out the burnt winding of stator, removal of burnt insulation material from the slots, cleaning the stator slots and preparation for rewinding the same with and including material and labour for winding the stator of motor with PVC insulated copper winding wire of standard size and superior quality as per the existing gauge and F class insulation materials, turning, balancing & alignment of rotor etc. to get the proper RPM and torque & tested to its full load capacity complete all as specified and as directed
Note :- Spare parts required to be replaced shall be measured and paid separately as 'Supply only'.
1
-
-
M&L for Opening of pump set 8 to 10 stage, 700-900LPM at 112mtr head for repair and replacement of unserviceable parts, reassembling the same after repair, machining work of impeller housing, remetaling of pump shaft, grinding, scraping, cleaning and balancing the same to make it fully functional at the full load capacity including turning, balancing & alignment of shaft etc. reassembling of complete Pump & Motor set and testing on completion for the entire satisfaction of Engineer- in-Charge complete all as specified and as directed
Note:- Spare parts required to be replaced shall be measured and paid separately as 'Supply only'.
1
-
-
Supply only motor housing rotor bush for 50 HP submersible motor complete all as specified and as directed.
2
-
-
Supply only water seal for 50 HP submersible motor complete all as specified and as directed.
2
-
-
Supply only thrust bearing set for 50 HP submersible pump complete all as specified and as directed.
2
-
-
Supply only bush Gun metal for 700-900LPM submersible motor complete all as specified and as directed.
2
-
-
Supply only impeller Gun metal for 700-900LPM submersible pump complete all as specified and as directed.
6
-
-
Supply only CI stage bowl for 700-900LPM submersible pump complete all as specified and as directed.
6
-
-
Supply only impeller bush for 700-900LPM submersible pump complete all as specified and as directed.
2
-
-
Supply only impeller locknut for 700-900LPM submersible pump complete all as specified and as directed.
2
-
-
Supply only stainless steel shaft for 700-900LPM submersible pump complete all as specified and as directed.
1
-
-
Supply only Coupling set including key and MS nut bolt suitable for submersible pump sets, complete all as specified and as directed.
1
-
-
Taking out old u/s column pipe and supply and lowering MS column pipe confirming to relevant IS heavy duty 3 mtr depth of size 80 mm bore with both end flanged/drilled and connecting with rubber gasket, nuts bolts and washer complete all as specified and as directed by Engineer-in-charge.
Note:- 1. All T&P required for taking out/lowering of pipe shall be managed by contractor at his own arrangements. Nothing extra shall be admissible on this account.
24
-
-
Taking out self priming non clog submersible motor/pump set after removal of electrical connections, disconnecting suction/ delivery pipeline connection, from sewage well upto 6m depth and transportation to workshop for repair & vice versa. Refixing after carrying out repair /rewinding of submersible pump set electrically driven by 3 phase 415volts capacity 7.5HP complete all as specified and as directed..
Note:- Repair/spare parts shall be measured & paid for separately under supply only from item 58 to 63 here-in-after.
2
-
-
M&L for Rewinding of non clog motor 7.5 HP complete all as specified and as directed.
2
-
-
M&L for Repairing to rotor shaft,welding,turning for proper bearing size complete all as specified and as directed.
2
-
-
S&F bush of existing size complete all as specified and as directed.
2
-
-
S&F ball bearing of existing size complete all as specified and as directed.
4
-
-
S&F Carb seal set complete all as specified and as directed.
4
-
-
S&F packing sheet, "O" ring, water seal etc complete all as specified and as directed.
4
-
-
Taking out the burnt winding of stator of submersible/squirrel cage/TFT motor, removal of burnt insulation material from the slots, cleaning the stator slots and preparation for rewinding the same. Material and labour for winding the stator of motor 7.5HP with PVC insulated copper wire of standard size of superior quality as per the existing turns & gauge including 'F' class insulation materials to get the proper RPM and torque. Turning, balancing & alignment of rotor etc. complete all as specified and as directed. Note- Rate quoted shall be inclussive of transporation to workshop and back vice-versa and reinstallation after repairs.
2
-
-
All as per item No 64 here-in-before but electric motor of capacity 5HP complete all as specified and as directed.
2
-
-
All as per item No 64 here-in-before but electric motor of capacity 3HP complete all as specified and as directed.
3
-
-
Supply only sodium Hypo chlorite( NaOCL) chemical solution conforming to IS-1673/86 having chloride content 10 % by weight (bleach liquid solution) complete all as specified and directed by Engineer-in Charge.
Note : Chemical solution shall be supplied by the contractor (supported with Tests certificates) in sealed containers as on requirement basis through out the currency of the contract .Therefore the contractor shall procure the chemical solution in piece meal as per requirement .The material shall be deposited with AGE (I) High ground and RV shall be prepared and produced with each payments accordingly. Contractor shall also arrange independent testing of chemical from Govt authorized laboratory at his own expense. The cost of testing shall be deemed to be included in the quoted rate. Payment of supply of Sodium Hypo Chlorite solution shall only be made on production of test report.
5200
-
-
M&L for Collection of the water sample from the STP (duly sealed by the Engineer-in-charge), carrying to the PHE UT Chandigarh/Govt lab for testing, depositing it and collecting the test reports from the lab & depositing with the department complete all as specified and as directed.
2
-
-
Taking down carefully electrically operated gear box suitable for secondary clarifier mechanism/aerator/cylindrical rotor of capacity 480 KLDx300PPM, BOD loading of any make/size. Cleaning, removal of dust and dirt, oiling/greasing the bearing, replacement of fan belt, gearbox central coupling etc. by opening it and reinstalling after rectifying all the defects, testing on completion complete all as specified and as directed.
1
-
-
Excavation in trenches in soft/loose soil not exceeding 1.5 meter wide and not exceeding 1.5 meter deep for laying of cables and foundation of poles etc. and getting out complete all as spceified and as directed.
40
-
-
Returning, filling in trenches (soil) including spreading leveling and well ramming in layers not exc 25 cm thick complete all as specified and as directed.
35
-
-
Removal of excavated material (surplus soil) to a distance not exceeding 50m and depositing where directed at level not exceeding 1.5m above the starting point, complete all as specified and directed.
5
-
-
Taking out/down old GI pipe 15mm dia bore with fittings, laid in trenches, under floors or on roof, along walls etc, complete all as specified and as directed.
Note : Excavation & earthwork shall be measured and paid separately.
9
-
-
All as per item No 73 here-in-before but GI pipe 20mm bore complete all as specified and as directed.
102
-
-
All as per item No 73 here-in-before but GI pipe 25mm bore complete all as specified and as directed.
60
-
-
All as per item No 73 here-in-before but GI pipe 40mm bore complete all as specified and as directed.
42
-
-
AAll as per item No 73 here-in-before but GI pipe 50mm bore complete all as specified and as directed.
15
-
-
Supply and laying steel tubing (galvanised) medium grade 15mm bore with all fittings laid in trenches/fixed along with walls or laid under floors complete all as specified and as directed.
Note :- Excavation & earthwork shall be measured and paid separately.
9
-
-
All as per item No 78 here-in-before but GI pipe 20mm bore complete all as specified and as directed.
102
-
-
All as per item No 78 here-in-before but GI pipe 25mm bore complete all as specified and as directed.
60
-
-
All as per item No 78 here-in-before but GI pipe 40mm bore complete all as specified and as directed.
42
-
-
All as per item No 78 here-in-before but GI pipe 50mm bore complete all as specified and as directed.
18
-
-
Taking down old unserviceable cast iron water mains (including all fittings) of size 80mm bore with spigot & socket/flanged ends and lead joints including burning out joints and recovering lead etc complete all as specified and as directed.
Note : (i) Excavation & earthwork shall be measured and paid separately.
5.5
-
-
All as per item 83 here-in-before but CI pipe 100mm bore complete all as specified and as directed.
5.5
-
-
All as per item 83 here-in-before but CI pipe 150mm bore complete all as specified and as directed.
5.5
-
-
M&L for ductile iron pipe spigot and socket (S/S)class "K-9" of 150 mm bore confirming to IS- 9523-2000 with all fitting laid in trenches, jointed (welded) tested and commissioned as per relevant IS with and including taking down/out old/exiting pipes complete all as specified and as directed. .
Note:- Excavation & earthwork, joints and CI fitting shall be measured and paid separately.
5.5
-
-
All as per item 86 here-in-befor but 100mm bore of pipe complete all as specified and as directed.
5.5
-
-
All as per item 86 here-in-befor but 80mm bore of pipe complete all as specified and as directed.
5.5
-
-
M&L for cast iron fittings for CI pipes such as bends, Tapers any type, tee pieces single branch, "Y" junction, double branch, cross, collars, caps and plugs, tail pieces etc of any type and upto 150mm bore complete all as specified & as directed.
200
-
-
S&F in repair cast iron sluice valve for 100mm dia bore of pipe, with flanged and drilled ends, any pattern, heavy duty, class PN 1.6, ISI marked & of apporved/specified make with Cast iron wheel, including joints and jointing materials ie rubber washers/gaskets, bolts and nuts, etc complete all as specified and as directed.
2
-
-
S&F in repair cast iron sluice valve for 150mm dia bore of pipe, with flanged and drilled ends, any pattern, heavy duty, class PN 1.6, ISI marked & of apporved/specified make with Cast iron wheel, including joints and jointing materials ie rubber washers/gaskets, bolts and nuts, etc complete all as specified and as directed.
2
-
-
M&L for run lead joint for 80mm dia bore of CI pipe and fittings complete all as specified and as directed.
15
-
-
M&L for run lead joint for 100mm dia bore of CI pipe and fittings complete all as specified and as directed.
15
-
-
M&L for run lead joint for 150mm dia bore of CI pipe and fittings complete all as specified and as directed.
15
-
-
M&L for run lead joint for 200mm dia bore of CI pipe and fittings complete all as specified and as directed.
4
-
-
M&L for run lead joint for 250mm dia bore of CI pipe and fittings complete all as specified and as directed.
4
-
-
M&L for Draining out water completely from RCC over head Reservoir of capacity 275000 gallons in two parts at 60 feet staging, desludging of (RCC over head) reservoir manually, cleaning the inner portion of RCC tank by brooming with fine brush, removing all silt, sludge, vegetations and unwanted foreign materials etc manually under artificial pressure from the tank, filling of cracks with approved sealents/compounds suitable for potable water to make the tank leak proof and writing DATE OF TANK CLEANING in 50mmx50mm size letters with white synthetic enamel paint complete all as specified and as directed.
2
-
-
M&L for locating the leakage in existing cast iron water mains any type/size 80mm bore (including all fittings) and rectifying the leakage with and including nesessary excavation & earth work in any type soil complete all as specified and as directed.
Note: Any CI fittings/specials, joint & jointing material etc required for the rectification of leakage shall be measured & paid for separately.
15
-
-
All as per Item No 98 here-in-before but 100mm bore of pipe complete all as specified and directed.
15
-
-
All as per Item No 98 here-in-before but 150mm bore of pipe complete all as specified and directed.
15
-
-
All as per Item No 98 here-in-before but 200mm bore of pipe complete all as specified and directed.
4
-
-
All as per Item No 98 here-in-before but 250mm bore of pipe complete all as specified and directed.
4
-
-
All as per Item No 98 here-in-before but upto 25mm bore of Galvanised Iron pipe complete all as specified and as directed.
Note:- Cost of all GI fittings/specials required shall deemed to be included in the rate quoted. Nothing extra shall be admissible on this account.
15
-
-
All as per Item No 98 here-in-before but upto 40/50mm bore of Galvanised Iron pipe complete all as specified and as directed.
Note:- Cost of all GI fittings/specials required shall deemed to be included in the rate quoted. Nothing extra shall be admissible on this account.
14
-
-
All as per Item No 98 here-in-before but upto 80/100mm bore of Galvanised Iron pipe complete all as specified and as directed.
Note:- Cost of all GI fittings/specials required shall deemed to be included in the rate quoted. Nothing extra shall be admissible on this account.
4
-
-
M&L for Collection of the water sample from the borewell (duly sealed by the Engineer-in-charge), carrying to the PHE UT Chandigarh/Govt lab for testing, depositing it and collecting the test reports from the lab & depositing with the department complete all as specified and as directed.
2
-
-
S&F in repair fully automatic Star-Delta Starter 3 phase suitable for 50 HP Submersible motor 415 volts 50 HZ AC including over load relay, range and power contactor, single phase preventer with volt meter and ammeter and MCB TP etc complete all accessories pre-wired/connected with suitable size copper conductor complete all as specified and as directed.
1
-
-
Supply only DOL starter in sheet steel enclosure suitable for non clog 5 HP submersible motor 415 volt 50 Hz complete including Power contactor, over load relay range 9 to 13 Amp, single phase preventer, pre-wired complete all as specified and as directed.
2
-
-
Supply only DOL starter in sheet steel enclosure suitable for non clog 2-3 HP submersible motor 415 volt 50 Hz complete including Power contactor, over load relay range 9 to 13 Amp, single phase preventer, pre-wired complete all as specified and as directed.
2
-
-
Supply and fixing/laying in repair cable submersible PVC insulated water proof with copper conductor cable 3x16sqmm, 1100 volt grade confirming to IS complete all as specified and as directed.
160
-
-
S&F in repair cast iron Non return sluice valve heavy duty PN-1.6 of size 150mm bore with flanged ends and jointing materials such as nuts, bolts, washers complete all as specified and directed.
1
-
-
Supply and laying in repair Non skid type rubber mat of size 1x2 Mtr and 2.5 mm thick as per IS : 15652 - 2006 complete all as specified and as directed.
2
-
-
S&F in repair single phase preventor suitable for 3-phase 415 volt electric motor having following safety parameter complete all as specified and as directed:-
(a) Single Phasing (b) Phase reverse protection (c) Over & under voltage protection.
1
-
-
Supply only chlorine testing kit of approved make for analysing of water complete all as specified and as directed.
2
-
-
S&F in repair DI/CI mechanical joint suitable for 100/150mm bore pipe line complete all as specified and as directed.
2
-
-
S&F in repair Gun Metal gate valve with iron wheel head screwed both ends for 20mm dia bore of iron pipe complete all as specified and as directed.
2
-
-
All as per item No 116 here-in-before but for 25mm bore of pipe complete all as specified and directed.
5
-
-
All as per item No 116 here-in-before but for 40mm bore of pipe complete all as specified and directed.
3
-
-
All as per item No 116 here-in-before but for 50mm bore of pipe complete all as specified and as directed.
2
-
-
S&F in repair Air release valve 150mm dia bore of pipe with Cast iron wheel, heavy duty, class PN 1.6, flanged and drilled ends, suitable pattern including joints and jointing materials ie rubber washers/gaskets, bolts and nuts etc complete all as specified and as directed.
1
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Supply & installation in repair Liquid chlorine/hypochlorite chemical dosing system 3 phase with suction/discharge & other accessories, capacity 8 litres per hour and injection pressure 0.9 Kg/Sqcm pump set suitable for injecting the dose of hypo-chloride solution to get the result of chlorine contents, including multi core insulated copper conductor cable of required size complete all as specified and as directed.
1
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M&L for Development of tube well bore by compressor of minimum capacity of 500 Cft/Per minute and 150-200 PSIG or appropriate capacity as required on ground till the clear water is obtained complete all as specified and as directed.
32
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S&F in repair On-load type change over switch I-O-II type 100 Amp, 4 pole, 415 volt open execution type complete all as specified and as directed.
1
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S&F in repair Heavy duty flexible Suction PVC Hose/Pipe 50 mm dia bore (Green) leak proof of approved make complete all as specified and as directed.
25
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M&L for cutting cast iron 80mm bore of pipe in position for insertion of tee, collar, valves etc complete all as specified and as directed.
2
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All as per item No 125 here-in-before but 100mm bore of pipe complete all as specified and as directed.
2
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All as per item No 125 here-in-before but 150mm bore of pipe complete all as specified and as directed.
2
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M&L for preparation of plastered/unplastered external surface of the reservoir and staging with wire brushes etc, applying two coats of cement base paint with and including preparation of old painted steel surfaces and applying a coat of black synthetic enamel paint to the all CI pipe line and other MS work etc connected with the RCC OH reservoir and staging complete all as specified and as directed.
1
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S&F in repair MCCB 63 Amp rating, 3 pole, 415 volts, breaking capacity 25 KA complete all as specified and as directed.
2
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S&F in repair MCCB 100 Amp rating, 3 pole, 415 volts, breaking capacity 25 KA complete all as specified and as directed.
1
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S&F in repair rotational moulded polythelene water storage tank 500 ltr capacity double layered cyliderical vertical with closed top ISI marked hoisted and fixed in position as specified in SSR part-I complete including tank nipples of 20/25 mm dia bore for making inlet and outlet connections complete all as specified and as directed.
6
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M&L for Opening of underground sludge sump of size 5.00x 3.00 x 10.00 metre depth of capacity 480 KLD, removal of settled sludge, cleaning the sewage from walls/ ceiling etc. to the entire satisfaction of Engineer-in-Charge with and including removal of sludge out side the MOD land to a designated place earmaked by the local administration complete all as specified and as directed.
2
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M&L for Opening of underground grit chamber of size 1.00 x 18.00 x 0.50 metre depth, removal of settled sludge, cleaning the sewage from walls/ceiling etc. to the entire satisfaction of Engineer-in-Charge with and including removal of sludge out side the MOD land to a designated place earmaked by the local administration complete all as specified and as directed.
2
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M&L for Opening of underground secondary clarifier ditch 8.00 m dia x 5.00 m depth, removal of settled sludge, cleaning the sewage from walls/ceiling etc. to the entire satisfaction of Engineer-in-Charge with and including removal of sludge out side the MOD land to a designated place earmaked by the local administration complete all as specified and as directed.
2
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M&L for Opening of underground oxidation ditch 36mx6mx2.5mtr depth, removal of settled sludge, cleaning the Sewage from walls/ ceiling etc. to the entire satisfaction of Engineer-in-Charge with and including removal of sludge out side the MOD land to a designated place earmaked by the local administration complete all as specified and as directed.
2
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M&L for Opening of underground return sludge tank of size 1.50 m dia x 5.00 m depth, removal of settled sludge, cleaning the sewage from walls/ ceiling etc. to the entire satisfaction of Engineer-in-Charge with and including removal of sludge out side the MOD land to a designated place earmaked by the local administration complete all as specified and as directed.
2
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M&L for Removal of sludge from dry bed of size 10x5x1.50mtr depth, (settled sludge) cleaning the sewage from walls/ ceiling etc. to the entire satisfaction of Engineer-in-Charge with and including removal of sludge out side the MOD land to a designated place earmaked by the local administration complete all as specified and as directed.
2
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M&L for Opening of underground sump of size 5.00 m dia x 12.00 m depth, at sewage booster installation, removal of settled sludge, cleaning the sewage from walls/ ceiling etc. to the entire satisfaction of Engineer-in-Charge with and including removal of sludge out side the MOD land to a designated place earmaked by the local administration complete all as specified and as directed.
2
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M&L for taking down carefully electrically operated clarifier mechanism with accessories from ditch 8m dia and 5 mtr depth, repair/replacement of damaged periphery MS strip (rail) of size 150mm wide 6mm thick and 34 mtr length and re assemble the complete accessories of the mechanism such as aerator cylindrical rotor of capacity 480 KLD x 300 RPM, etc including turning balancing and alignment of mechanism to make fully functionable by replacement of unserviceable carbon brushes of motor bearing of clarifier including assembling etc, making good the damaged surfaces in CM (1:4) cement plaster 15mm thick completed all as specified and as directed.
1
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Note: The contract amount shall be amended after deduction of credit of Rs. 70561.00 on account of old Material made contractor's property as per Schedule of Credit
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