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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC MANEGAON CHAMPANAGAR KHAMARIA JABALPUR 482005 MP | JABALPUR | JABALPUR | MP | 482005 | ₹1.5 Cr Quoted ₹1.6 Cr | L1 | Accepted-AOC BEING LOWEST REASONABLE BIDDER |
| 2 | L2₹1.7 Cr+₹14.2 L (9.16%)Rejected-Finance 950 1 GF DEVRAJ BUILDING NAPIER TOWN NAVEEN VIDHYABHAWAN ROAD DAYANAND SARASWATI WARD JABALPUR M P 482001 | JABALPUR | MADHYA PRADESH | 482001 | ₹1.7 Cr+₹14.2 L (9.16%) | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹1.7 Cr+₹15.6 L (10.1%)Rejected-Finance NO 403 BENGALI COLONY RANJHI JABALPUR MP 482001 | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | ₹1.7 Cr+₹15.6 L (10.1%) | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 4 | L4₹1.7 Cr+₹16.0 L (10.3%)Rejected-Finance 116 JAI BHEEM NAGAR POLIPATHAR GWARIGHAT ROAD JABALPUR MP 482008 | JABALPUR | MADHYA PRADESH | 482008 | ₹1.7 Cr+₹16.0 L (10.3%) | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 5 | L5₹1.7 Cr+₹17.0 L (11.0%)Rejected-Finance D 154 ADARSH NAGAR NARMADA ROAD JABALPUR MP 482001 | JABALPUR | MADHYA PRADESH | 482001 | ₹1.7 Cr+₹17.0 L (11.0%) | L5 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M/S Modern builders L4 | RAM ASSOCIATES L5 | ASHOKA ASSOCIATES L1 | DOBARIA BUILDCON L2 | J.P ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Supply, lowering and fixing MS Column pipe 80 mm dia bore, heavy duty ISI Marked both end flanged 3 mtr length having wall thickness 4.85 mm as per IS-1239 complete including rubber gasket slot cutting in flanges for passing of submersible cable and nut bolts etc complete all as specified and directed. | 225 | RM | 1,290 ₹2,90,250 | 1,251 ₹2,81,475 | 1,200 ₹2,70,000 Lowest | 1,276 ₹2,87,100 | 1,226 ₹2,75,850 |
| 2.00 | Supply, install, test and commisioning, summersible pump set ,3 phase 415 AC,2900 RPM ,head 126 metre ,discharge up to 500 LPM suitable for 250 mm dia bore well (Casing pipe size 200/ 250 mm) supplied and installed complete all as specified and directed. (Note : Before deciding the capacity of submersible pump, yield of borewell shall be tested. As per yield test report of borewell, capacity of submersible pump shall be decided and approved by GE.) | 3 | Each Job | 95,000 ₹2,85,000 | 92,055 ₹2,76,165 | 90,000 ₹2,70,000 Lowest | 93,860 ₹2,81,580 | 90,250 ₹2,70,750 |
| 3.00 | Supply and lay/lower submersible cable into bore hole along with submersible pump set, flat, PVC insulated and sheathed water proof flexible copper conductor 1100 volts grade of size 3 core 16 sq mm including all necessary jointing materials/kit and connecting up motor and starter terminals and testing complete all as specified & directed. | 480 | RM | 840 ₹4,03,200 | 814 ₹3,90,720 | 825 ₹3,96,000 | 830 ₹3,98,400 | 798 ₹3,83,040 Lowest |
| 4.00 | Supply fabricate, installation and tesing Feeder Pillar Box,outdoor type 45 cm height from ground to bottom of pillar box, front door with locking arrangement with duplicate keys fixed on top hinges mounted on and including PCC foundation in (1:2:4) Type B-1 using 20mm graded crushed stone aggregate and connecting LT panel cubical flush pattern made out of MS sheet 2 mm with angle iron base frame of size 50mm x 50mm x 6mm for mounting of panel, dust proof, welded steel structure with locking arrangement having TPN copper Bus Bar 200 Amps rating capacity strip fixed with insulators 4 wire system painting of steel work with two coats of synthetic enamel paint over a coat of primer comprising of the followings:-
(a)(Incoming) : MCCB 4 pole 100 Amps with breaking capacity 16 KA -01 No. | 2 | Each Job | 1,20,000 ₹2,40,000 | 1,16,280 ₹2,32,560 | 1,10,000 ₹2,20,000 Lowest | 1,18,560 ₹2,37,120 | 1,14,000 ₹2,28,000 |
| 4.10(b) (Outgoing) (i)MCCB 4 pole 63 Amps with breaking capacity 42 KA -01 No (ii) MCCB 4 pole 40 Amps with breaking capacity 42 KA -02 Nos (c) (i) Digital Voltmeter Digital 0-500 Volts - 01 No, with selector switch. (ii) Digital Ampere Meter Digital - 01 No. with CT and selector switch. (iii) Phase indicating lamp (RYB) - 01 Set. (iv) Digital frequency meter 40-60 Hz - 01 Set. (d) Supply and Fix Submersible Pump Star Delta Starter having contactor ML 3, Relay scale 28-12 Amp, HRC fuse 80 Amp and also having all safety devices suitable upto 25 HP, 3 phase motor.-01 No (e) Multispan (Single Phase preventor) Voltage Protection Relay 90 X 22.5 X 67.5mm (SPP-22 (Din Rail))-01 No | ||||||||
| 5.00 | M&L for CAST IRON FITTINGS FOR PRESSURE PIPE FOR WATER Tapers, Tee pieces (single & double branch), any type and angle/radius and straight connecting pieces but all ends flanged upto 250mm bore complete all as specified and directed. | 200 | Kg | 200 ₹40,000 | 194 ₹38,800 | 180 ₹36,000 Lowest | 198 ₹39,600 | 190 ₹38,000 |
| 6.00 | M & L for Heavy duty galvanized steel socket (couplings) 100 mm long for joining GI pipe in bore holes suitable for 80 mm GI pipe complete all as specified & directed. | 60 | Each | 1,000 ₹60,000 | 969 ₹58,140 | 400 ₹24,000 Lowest | 988 ₹59,280 | 950 ₹57,000 |
| 7.00 | Supply and fix Metalic foot valve, flanged end and drilled of size 80 mm dia, ISI MARKED, complete all as specified and directed. | 2 | Each | 8,000 ₹16,000 | 7,752 ₹15,504 | 8,000 ₹16,000 | 7,904 ₹15,808 | 7,600 ₹15,200 Lowest |
| 8.00 | Supply and fixing sluice valve, flanged end drilled type with steel spindle including nuts, bolts and jointing materials, class PN-1.6, ISI marked, of size 100 mm bore complete all as specified and directed by Engr-in-Charge. | 3 | Each | 22,000 ₹66,000 | 25,000 ₹75,000 | 15,000 ₹45,000 Lowest | 21,736 ₹65,208 | 20,900 ₹62,700 |
| 9.00 | Supply and Fixing for Water Flow Meter of size 100 mm dia for borewell delivery line, measured in GPM or Litre per second, or cubic metre per hour (m³/h), ISI MARKED, complete all as specified and directed. | 3 | Each | 44,000 ₹1,32,000 | 42,636 ₹1,27,908 | 21,000 ₹63,000 Lowest | 43,472 ₹1,30,416 | 41,800 ₹1,25,400 |
Tender Value
₹1.4 Cr
EMD Value
₹2.1 L
Closing Date
18 Nov 2025, 6:00 pmClosed
CWE JABALPUR
HQ COMMANDER WORKS ENGINEER, SUPPLY MARG, P B NO. 54, JABALPUR
CERTAIN SANCTIONED WORKS UNDER GE (EAST) JABALPUR
2025_MES_707278_4
82710/E8
Open Tender
Miscellaneous Works
Item Rate
270 days
JABALPUR
As per NIT
7 documents required · 7 mandatory
₹1,000
GE (EAST) JABALPUR
₹2.1 L
Yes
13 Feb 2026
21 Oct 2025
25 Nov 2025
21 Oct 2025
18 Nov 2025
4 Nov 2025
21 Oct 2025 - 30 Oct 2025
Amount
Supply, lowering and fixing MS Column pipe 80 mm dia bore, heavy duty ISI Marked both end flanged 3 mtr length having wall thickness 4.85 mm as per IS-1239 complete including rubber gasket slot cutting in flanges for passing of submersible cable and nut bolts etc complete all as specified and directed.
Supply, install, test and commisioning, summersible pump set ,3 phase 415 AC,2900 RPM ,head 126 metre ,discharge up to 500 LPM suitable for 250 mm dia bore well (Casing pipe size 200/ 250 mm) supplied and installed complete all as specified and directed. (Note : Before deciding the capacity of submersible pump, yield of borewell shall be tested. As per yield test report of borewell, capacity of submersible pump shall be decided and approved by GE.)
Supply and lay/lower submersible cable into bore hole along with submersible pump set, flat, PVC insulated and sheathed water proof flexible copper conductor 1100 volts grade of size 3 core 16 sq mm including all necessary jointing materials/kit and connecting up motor and starter terminals and testing complete all as specified & directed.
Supply fabricate, installation and tesing Feeder Pillar Box,outdoor type 45 cm height from ground to bottom of pillar box, front door with locking arrangement with duplicate keys fixed on top hinges mounted on and including PCC foundation in (1:2:4) Type B-1 using 20mm graded crushed stone aggregate and connecting LT panel cubical flush pattern made out of MS sheet 2 mm with angle iron base frame of size 50mm x 50mm x 6mm for mounting of panel, dust proof, welded steel structure with locking arrangement having TPN copper Bus Bar 200 Amps rating capacity strip fixed with insulators 4 wire system painting of steel work with two coats of synthetic enamel paint over a coat of primer comprising of the followings:- (a)(Incoming) : MCCB 4 pole 100 Amps with breaking capacity 16 KA -01 No.
M&L for CAST IRON FITTINGS FOR PRESSURE PIPE FOR WATER Tapers, Tee pieces (single & double branch), any type and angle/radius and straight connecting pieces but all ends flanged upto 250mm bore complete all as specified and directed.
M & L for Heavy duty galvanized steel socket (couplings) 100 mm long for joining GI pipe in bore holes suitable for 80 mm GI pipe complete all as specified & directed.
Supply and fix Metalic foot valve, flanged end and drilled of size 80 mm dia, ISI MARKED, complete all as specified and directed.
Supply and fixing sluice valve, flanged end drilled type with steel spindle including nuts, bolts and jointing materials, class PN-1.6, ISI marked, of size 100 mm bore complete all as specified and directed by Engr-in-Charge.
Supply and Fixing for Water Flow Meter of size 100 mm dia for borewell delivery line, measured in GPM or Litre per second, or cubic metre per hour (m³/h), ISI MARKED, complete all as specified and directed.
Supply and fixing Non Return Valve drilled type with steel spindle including nuts, bolts and jointing materials, ISI marked, of size 100 mm bore complete all as specified and directed.
Supply and fixing Non Return Valve drilled type with steel spindle including nuts, bolts and jointing materials, ISI marked, of size 80 mm bore complete all as specified and directed.
supply and laying ductile Iron(DI) pipes with spigot and socket ends centrifugally cast including specials, Class “K-9” ,100 mm dia in any length laid in trenches complete all as specified and directed.
supply and laying ductile Iron(DI) pipes with spigot and socket ends centrifugally cast including specials, Class “K-9” ,150 mm dia in any length, laid in trenches, complete all as specified and directed.
S&F Air release valve 150 mm dia of Cast Iron Air Valves with two air Outlets, conforming to IS 14845 complete all as specified and directed.
Supply and fixing sluice valve, flanged end, drilled type with steel spindle including nuts, bolts and jointing materials, class PN-1.6 ISI marked of size 150 mm bore all as specified and directed.
Supply and fix CI double end flanged and drilled non return valve of size 150 mm dia, PN-1, ISI MARKED, complete all as specified and directed.
M&L for Water Pressure Meter (Pressure Gauge) for bore of pipe in 150 mm with flanged joints in main rising supply line measured in psi, bars, or kPa of pressure meters, ISI MARKED, complete all as specified and directed.
S&F up to 150 mm bore dia spigot/flanged/ socketed CI/DI fittings. such as bends (any type radius and angle), tapers, tees, collars & tail piece socket/flanged/spigot etc complete all as specified and directed.
Material and labour for steel wire rope 6 mm thick for holding the column assembly and pump set in bore well to avoid falling of assembly and pump set in bore well including complete arrangement of fastening etc.complete in all respect as per the direction of Engineer-in-Charge.
Material and labour for steel wire rope 10 mm thick for holding the column assembly and pump set in bore well to avoid falling of assembly and pump set in bore well including complete arrangement of fastening etc.complete in all respect as per the direction of Engineer-in-Charge.
S & F MS clamp made out of 50 X 6mm MS flat of size for holding 80mm dia GI tubing including nut , bolt & washer complete all as specified and directed.
S & F Galvanised tubes with all fittings medium grade of size 25 mm dia, fixed on wall/ceiling complete all as specified and directed by Engr-in-Charge.
S&F 25mm bore gun metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed.
S&F 50 mm bore gun metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed.
M &L for Altoch GP Dosing System of 100 litres including doser pump 0.9 Amp,250 volts 100psi,Doser motor 0.8 Amp,220 volts,PVC pipe connection inlet to Doser and outlet to Doser, all gauges as per IS 10553 complete all as specified and directed.
M &L for Chlorine test kit with coloured sample complete with all testing fitments and OT solution in Rexene finished box complete all as specified and directed.
M &L for PH test kit with coloured sample covered under BTB (range 6.0 to 7.0) or phenol red (range 6.8 to 8.4) with necessary fitments and 100 ml testing solution in Rexene finished box complete all as specified and directed.
Supply and laying cable XLPE insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 Sq mm 3.5 core for electric supply connection from existing LT incoming supply to LT Panel installed at Pump house, complete connection complete as specified and directed.
Supply and laying cable XLPE insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 35 Sq mm 3.5 core for electric supply connection from existing LT incoming supply to LT Panel installed at Pump house, complete connection complete as specified and directed.
Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, for laying of pipe, cable etc or n. exc.10 Sqm on plan and n. exc. 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in soft/loose soil complete all as specified and directed.
Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, for laying of pipe, cable etc or n. exc.10 Sqm on plan and n. exc. 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete all as specified and directed.
Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed.
Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
Supply and spreading clean and dry fine sand free from sharp materials (unwashed) laying in trenches around the cable for cushioning in trenches, laid to a uniform thickness of 23cm (15cm under the cable & 8cm over the cable) and gently punned down to 18cm thickness complete all as specified and as directed. ( Note : Punned thickness shall be considered for payment purpose)
Brick covering with width equal to length of bricks as mechanical protection to cable with sub-class `B` fly ash bricks, laid dry and flat complete all as specified and as directed.
Supply, laying and jointing 50 mm bore GI Steel tubing light grade laid in trenches with socket joint together with and including all fittings (Such as bend, elbow, tees, short pices connector, caps, plug and union etc) by cutting welding etc for cable protection passing under road /floor or for fixing to poles complete all as specified and directed.
M&L cutting of road, hard standing, made of concrete or premix carpet, suitable for soling and moorum filling including excavation for laying of pipe upto 150 mm dia, all as directed and making Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed.
M & L for PCC (1:3:6) Type C2 (using 40mm graded stone aggregade) as in filling & mass concrete complete all as specified and directed. (Note : size of plateform around bore well shall be 1.2 m X 1.2 m X 0.3 m , with 2 nos GI pipe 80mm dia and 60 cm long embeded in concrete as per site requirment)
M& L Plain Cement Concrete (1:2:4) Type B-2 (using 40mm graded crushed stone aggregates), including necessary earth work, excavation, returning filling, removal etc complete all as specified and directed. (Note : Foundation size shall be of 100 x 100 x 100 cm at ground level for holding tubewell as per site requirements.)
M & L for Construction of valve chamber of internal size 900 x 900 x 1200 mm including necessary excavation and earth work, foundation in PCC (1:4:8),Type D-2 using 40mm graded stone aggregate, brick work in CM (1:4), PCC(1:2:4) Type B-1 using 20mm graded crushed stone aggregate for coping, 15mm thick rendering in CM(1:4) including provision of MS sheet cover 3.0mm thick with MS angle frame 25 x 25 x 3mm all round and at diagonals of size 40 x 40 x 6mm and also MS plate welded to MS angle as shown in drawing, embedded in concrete with suitable hinges and locking arrangements, including two coats of synthetic enamel paint over a coat of red oxide primer etc, complete all as specified and as directed.
Demolition of cement concrete of any description (unreinforced) in ground floors and paving not exceeding 15 cm in thickness (below or above ground level) including removal of debris to out side MD land complete all as specified & directed.
M & L for earthing complete with galvanized steel earth plate electrode 60cmx60 cmx 6mm thick buried directly in ground vertically (earth pit not less than 2.25m deep below ground level) with top edge of the plate not less than 1.50 mtr deep below normal ground level connecting to and including GI steel strip of size 32 x 6 mm by means of bolts, nuts, check nuts, and washers of galvanized iron or steel including 40 mm dia medium grade pipe for protection of GI strip to the extent of 7.5 mtrs asearthing lead including charcoal dust and salt packed all around the earth plate in the earth pit all as per Electrical plate No 3 of SSR par - I (2009) including PCC foundation/chamber in mix 1:2:4 type B1 with angle iron frame CI frame, CI cover with provision of locking arrangement and 20 mm dia light grade GI pipe from top edge of the earth plate upto MS funnel with wire mesh provided inside the concrete earth pit for watering arrangement complete including excavation and earthwork in any type of strata and testing complete including fill up the earth pit with soil for best result and removal. Note :- Earth protection pipe & earthing strip upto and including 7.5 m length is deemed included in unit rate quoted by the contractor.
Dismantling structural steel work including doors, gates but excluding framed truss etc. complete all as specified & directed.
M&L Steel rolling shutters,1.25 mm thick, with ball bearing, as specified including top cover,anchoring rod,hasp and staple, Safety lever locks mild steel with 4 levers for rolling shutters and all accessories complete including shop coat of primer erected in position as indicated, but gear operated type with bevel gear box and crank complete all as specified and directed, Note :- AS PER IS -6248-1979 (a)Cold-rolled steel strips - used for rolling shutter lath section shall conform to Temper No -05 ,Dead soft quality of IS : 4030-1973 (b)Guide channels ,brackets and lock plate shall be of hot -rolled steel of thickness not less than 3.15 mm and shall be free from surface defect and edges cleanly sheared (c)mild steel pipe used for the suspension shaft of the roller shall be heavy duty pipe for mechanical proposes and shall conform to IS-1161-1968 (d )cast iron casting used for roller pully wheels ,u clamps and cracks, burns etc conform to grade 15 of IS-210-1970. (e) the spring used in the roller for counter balancing the rolling shutter shall be made either from high tensile spring steel wire or flat spring steel strips as per IS 4454 (Part-I)-1975
(f) lock plate of riveted construction made of mild steel sheet not less than 3.15 mm thickness with mild steel angle section of not less than 35x35x5 mm size of bottom shall be interlocked with bottom most lath section of curtain so as to provide contact against the sill when closed. the lock plate shall be provided with pulling handle on handle for width up to 2.5 m and two handle for width above 2.5 m. pulling handle shall be fixed on both the interior and exterior side of lock plate. (g) Guide channels shall be of mild steel deep channel section(depth of channel depends on width of rolling shutter, up to 3.5 m width guide channel 65 mm deep , 3.5 to 8 m width guide channel 75 mm deep ) and thickness not less than 3.15 mm. The depth of guide should be such that there is sufficient clearance between the curtain and the inner surface of the guide to avoid any rubbing or obstruction for free movement of the curtain at least 40mm for 3.5 width and 60 mm for greater width and there shall be a clearance of 10 mm minimum between guide wall and the end clips of the curtrain to permit free movement of the curtain under normal wind pressure.
M&L Steel rolling shutters,1.25 mm thick, without ball bearing ,as specified including top cover,anchoring rod,hasp and staple,Safety lever locks mild steel with 4 levers for rolling shutters and all accessories complete including one shop coat of primer erected in position as indicated, but push pull or manual type complete all as specified and directed, Note :- AS PER IS -6248-1979 (a) Cold-rolled steel strips - used for rolling shutter lath section shall conform to Temper No -05 ,Dead soft quality conforming to IS : 4030-1973 (b) Guide channels ,brackets and lock plate shall be of hot -rolled steel of thickness not less than 3.15 mm and shall be free from surface defect and edges cleanly sheared (c) mild steel pipe used for the suspension shaft of the roller shall be heavy duty pipe for mechanical purposes and shall conform to IS-1161-1968 (d ) cast iron casting used for roller pully wheels ,U-clamps and cracks, burns etc conform to grade 15 of IS-210-1970. (e) the spring used in the roller for counter balancing the rolling shutter shall be made either from high tensile spring steel wire or flat spring steel strips as per IS 4454 (Part-I)-1975
(f) lock plate of riveted construction made of mild steel sheet not less than 3.15 mm thick with mild steel angle section of not less than 35x35x5 mm size of bottom shall be interlocked with bottom most lath section of curtain so as to provide contact against the sill when closed. the lock plate shall be provided with pulling handle on handle for width up to 2.5 m and two handle for width above 2.5 m. pulling handle shall be fixed on both the interior and exterior side of lock plate. (g) Guide channels shall be of mild steel deep channel section(depth of channel depends on width of rolling shutter, up to 3.5 m width guide channel 65 mm deep , 3.5 to 8 m width guide channel 75 mm deep) and thickness not less than 3.15 mm .the depth of guide should be such that there is sufficient clearance between the curtain and the inner surface of the guide to avoid any rubbing or obstruction for free movement of the curtain, at least 40mm for 3.5 width and 60 mm for greater width and there shall be a clearance 10 mm minimum between guide wall and the end clips of the curtrain to permit free movement of the curtain under the normal wind pressure.
S&F, in repairs, Ball bearing for rolling shutters complete all as specified and directed.
S&F, in repairs, Safety lever locks mild steel with 4 levers for rolling shutters complete all as specified and directed.
M&L Collapsible steel gates, top hung, consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with holdfasts and brackets complete all as specified and directed. Note : Vertical Channels - These shall be hot rolled medium channels of at least 18x9x3mm and shall be of weldable quailty mild steel conforming to IS : 1977-1975 Crossings or lacings - These shall be flats, mild steel, at least 18x5 mm size conforming to IS : 1977-1975 Top and bottom runner - T or E used for bottom runner shall have minimum web 40x12 and flange 40x6mm and the flats used for top runner shall be of minimum size 40x12 mm roller wheels - these shall be grey iron casting conforming to grade Fe -150
Cutting openings, through brick walls built in Cement Mortar for door, window and other openings or enlarging existing openings. converting window into door openings, etc. or cutting out defective brick work for under-pinning, including providing, fixing and removing shoring, cleaning and stacking bricks, removing surplus serviceable bricks, hard-core, etc.. to store and rubbish not exc. 50 metre complete all as specified and directed.
Forming jambs, etc. to openings including cutting, toothing and properly bonding into old work, in Cement mortar 1:4 also facing, jointing and pointing to match existing work, complete all as specified and directed.
Cutting opening in cement concrete walls (any description) for door, window and other openings (with or without reveals) or enlarging existing openings including trimming surfaces to receive rendering, etc where reinforcement is cut through complete all as specified and directed
Cutting channels, grooves or rebates into concrete without reinforcement, exc 15cm but not exc 30 cm in girth complete all as specified and directed
M &L RCC design mix M-25 (20 mm graded stone aggregates) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, rough finished surface of concrete, complete all as specified and directed.
Dismantling of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and pre-cast concrete articles complete all as specified and directed.
M&L for brick work with sub class 'B' fly ash bricks, straight or curved on plan exc 6m mean radius built in CM (1:6) complete all as specified & directed.
Taking down cement plaster etc on brick walls/ concrete (ceiling) surfaces of any descriptions including racking out joints, hacking for keys, scrubbing down with water and disposal of unserviceable materials to out side of MD land complete all as specified & directed.
M&L 15 mm thick rendering in two layers ( First layer 10mm thick in CM(1:6) and second layer in CM 1:4 mixed with liquid water proofing compound) on external surfaces of walls & top surfaces of chajja/roof, surface finished even and smooth without using extra cement complete all as specified & directed. ( Note : Liquid water proofing compound will be measured and paid for separately against relevant item of BoQ as "Supply only".)
M&L rendering 15mm thick on brick work or concrete internal surfaces of wall in CM (1:6), finished even & smooth (without using extra cement) complete all as specified & directed.
Supply only liquid water proofing compound, ISI Marked, of make as approved by GE complete all as specified & directed.
Taking down existing loose plaster & clean rusted reinforcement and exposed concrete surface by sand blasting with the help of mechanical devices or any other established methods and carry out following stages complete: (a) Application of two coat of mineral based polymer modified corrosion inhibiting primer Colusal MK +Colusal 25 (b) Application of two component polymer based bond coat Zentrifix HB+Natufill BB2 or mortar low permeability or guniting with guniting aid (c) Application of carbonation resistant ,polymer modified ready to use fine mortar ,Nafuquick +natufill BB2 or Zen-trifix F82+Nafufill BB2 Over the whole surface
M&L for PCC(1:2:4) Type B-1 using 20mm graded stone aggregate in copings, kerbs, and the like including necessary form work complete all as specified & directed.
Taking down old and unserviceable Hoist Induction motor complete all as specified & directed.
Taking down old and unserviceable LT Drive System complete all as specified & directed.
Taking down old and unserviceable Heavy duty EMT Brake System complete all as specified & directed.
M&L Hoist induction motor for 5 Ton EOT crane as per IS: 3177:1999 complete all as specified & directed.
M&L LT Drive System for 5 Ton EOT crane as per IS: 3177:1999 complete all as specified & directed.
M&L Heavy duty EMT Brake System for 15 Ton EOT crane as per IS: 3177:1999 complete all as specified & directed.
Installation and testing of Mechanical, Electrical & Structural components of each crane for Hoist induction Motor LT Drive and EMT Brake System including conducting a trouble-free production trial for a period of fifteen days by using step-by-step planning and executing this trial to carry out pre trial inspection and after installing the items, perofrm a through inspection of each item to ensure all components are in good working condition. Address any issue found and also carry out any necessary preventive maintenance tasks to reduce the risk of failures during the trial including calibration of instruments and perform functional tests. To carry out Day 1-5: initial Monitoring by constant supervision on data collection and daily review. Day 6-10 : carry out stability phase by using routine checks, operational monitoring operator feedback. Day 11-15: to carry out final assessment by full production runs stress testing and final collection complete all as specified and directed.
Taking down old unserviceable stay GI wire or AACSR /AAC / LT over head conductors/Cross arms of any size complete all as specified and directed
Taking down old unserviceable copper strip / GI strip / Copper strip of any size complete all as specified and directed
Taking down old unserviceable GI pipe of any size complete all as specified and directed
Taking down old unserviceable steel tubular pole of any size complete all as specified and directed
Taking down old unserviceable test point terminal block or stay wire assembly or insulattor complete all as specified and directed
Taking down old unserviceable street light fitting complete all as specified and directed
Taking down old unserviceable earthing plate including accessories complete all as specified and directed
M &L for PCC(1:2:4) Type B-1 (using 20 mm graded stone aggregate) as in coping of pole etc including necessary form work & finishing the surfaces even and smooth without using extra cement complete all as specified and directed.
Supplying, install and erect in true vertical position steel tubular swaged welded pole for provision of 2 pole structure complete with MS base plate 6mm thick and of size 300 x 300 mm, finial taper, pole cap, bolts, nuts wahers & screws etc. pole made out of ERW M.S. tubing conforming to IS- 2713 part-II type 410 SP-31 (09 metre long) including of holes of reqd Nos and size for fixing of cross arms, painting with one coat of red oxide primer and two coats of aluminium paint for exposed surfaces and two coats of black bituminous paint for portion embedded in concrete, painting with synthetic enamel Paint (First Grade/quality) black & yellow colour at lower portion of exposed pole starting from plinth block band of 1200 mm height ( 4 Nos Strip each of 150 mm width), painting pole No by the black paint by stenciled letters/ figures of 8 cm height complete all as specified and directed. (Note:- Excavation and earthwork, cement concrete, cross arms etc. will be measured and paid for separately against relevant items of this BoQ.)
M & L, in replacement, for stay assembly complete with accessories as shown in Electrical plate No 1, including stay plate 300 x 500 x 6 mm with 20 mm dia galvanised 2150 mm long stay rod and 40 cm x 14 mm dia galvanised stay bow , stay clamps and stay wire etc. complete all as specified and directed. Note :- Excavation and earthwork, PCC and loop insulator shall be measured and paid for separately .
M & L for loop type insulator, vitreous porcelain white, brown or green large size with dimensions 90mm x 140mm, clearance of hole 25.5mm etc complete all as specified and directed.
M & L for Single pointed air termination aluminium rod, 12mm dia, 300mm long etc complete all as specified and directed.
M & L for aluminium strip 25mm x 3.15mm complete with saddles and fixing screws as roof conductor etc complete all as specified and directed.
M & L for copper strip 20 x 3.15mm buried in ground complete etc complete all as specified and directed.
M & L for GI strip 32mm x 6mm buried in ground etc complete all as specified and directed.
M & L for cross arms, bracing, supports, clamps and back plates, fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold and hot drilling holes for bolts, in any shape or size as indicated or directed inclusive of one primer coat, one under coat and one finishing coat of paint complete all as specified and directed.
M & L Supply, stringing and fixing aluminium conductor steel re-inforced (ACSR ) including 14 SWG binding wire, connectors , clamps ,etc binding from disc /shackle/ loop insulator etc, LT over head conductors of any size, complete all as specified & directed.
M&L for stretching and then strengthening of over head Galvanised steel wire 3.15 or 4mm dia on existing LT poles including binding & jointing the conductor and testing complete all as specified and directed.
M & L for Test point terminal block made of gun or phosphorus bronze size 75 x 75 x 25mm drilled and screwed including 3 Nos 8 mm dia 25 mm long hexagonal Head screw including removal of old existing unserviceable one complete all as specified and directed.
Supply and fixing LED street light fitting 60 Watt 230 V AC outdoor type with high pressure die cast aluminium housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics with IP 65/66 protection with pre-wired and necessary mounting arrangements including provision of 4 sq mm three core copper conductor cable multi- stranded from fitting to junction box and including necessary GI pipe medium grade of suitable dia bracket 1.5 mtr long, bent to required shape with suitable MS clamps made out of flat iron of size 40 x 6 mm - 2 sets, bolts & nuts washers etc complete all as specified and directed.
M & L for earthing complete with galvanized steel earth plate electrode 60cmx60 cmx 6mm thick buried directly in ground vertically (earth pit not less than 2.25m deep below ground level) with top edge of the plate not less than 1.50 mtr deep below normal ground level connecting to and including GI earth wire of size 4.0 mm by means of bolts, nuts, check nuts, and washers of galvanized iron or steel including 15 mm dia medium grade pipe for protection of GI wire to the extent of 7.5 mtrs asearthing lead including charcoal dust and salt packed all around the earth plate in the earth pit all as per Electrical plate No 3 of SSR par - I (2009) including PCC foundation/chamber in mix 1:2:4 type B1 with angle iron frame CI frame, CI cover with provision of locking arrangement and 20 mm dia light grade GI pipe from top edge of the earth plate upto MS funnel with wire mesh provided inside the concrete earth pit for watering arrangement complete including excavation and earthwork in any type of strata and testing complete including fill up the earth pit with soil for best result and removal. Note :- Earth protection pipe & earthing wire upto and including 7.5 m length is deemed included in unit rate quoted by the contractor.
Cutting holes in brick walls exceeding half brick but not exc one brick built in cement mortar and stone walls built in lime mortar for inserting hold fasts and making good dismantled portion in cement mortar(1:3) or cement concrete (1:2:4) Type B-1 (using 20mm graded crushed stone aggregate) as required complete all as specified and directed.
S&F rolled mild steel section as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connected plates of grade Fe-410-W (Gde E-250) quality A complete all as specified and directed
S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but not exc10 cm long and 5 to 10 mm dia of shank complete all as specified and directed.
M&L for preparation of new surfaces of iron/ steel of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer as approved by GE complete all as specified & directed.
M&L rendering 15mm thick on fair faces of brick work or concrete surfaces of wall in CM (1:4) in two coat, first coat 10mm (including dubbing coat finished even and smooth without using extra cement) and final coat 5mm , both coat mixed with liquid water proofing compound, finished even & smooth (without using extra cement) ( Note : Liquid water proofing compound will be measured and paid for separately against relevant item of BoQ as "Supply only".)
M&L for prepration of new plastered surfaces of walls and applying two coats of cement base paint over & including a coat of cement base primer complete all as specified & directed.
Preparation of new decorated surfaces of walls and applying two coat of oil bond distamper including primer over and including 2mm thick(avg) wall care putty complete all as specified and directed.
M&L complete removal of existing surface of wall and applying two coat of oil bond distamper including primer over 3mm thick wall care putty complete all as specified and directed.
M&L complete removal of existing treatment and applying two coats of cement base paint,including primer on wall surface including preparation of surface complete all as specified and directed.
M&L for preparation of old painted surfaces of steel of any description, over 10cm in width or girth and apply two coat of Aluminium paint complete all as specified and directed.
Preparation of new two coats of Aluminium paint on steel & iron surfaces of any description, not otherwise, described, over 10cm width or girth including preparation of new surface & applying one coat of Aluminium red oxide, zinc chrome primer complete all as specified and directed.
S&F, in repair , aluminium frame and shutter anodised sections with powder coating for doors with one or more rebates and rubber packing and roller including joining cleat for fixing etc complete with frames, shutters and grills including handles, tower bolts etc complete all as specified and directed. Note:- Floor door spring, sheet glass, wire cloth, lock, etc shall be measured and paid for separately.
S & F Sheet glass 6.3 mm thick ordinary quality and glazing with oil putty in square exc 0.5 sq. m in each pane complete all as specified and directed.
S & F Sheet glass 6.3 mm thick ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified and directed.
S&F Mortice lock,vertical type size 100 mm 4 lever complete all as specified and directed
Taking down unserviceable parts of steel rolling shutters (self coiling types shutters i.e push pull mechanically type with gear operating system and for repairing and overhauling of rolling shutters and greasing/oiling of members of rolling shutters. Notes : (I) Refixing of rolling shutters duly repaired/overhauled/painted shall be included in the quoted rates of this item. (ii) Fixing of new parts of rolling shutters shall be included in the quoted rate of this item. (iii) Replacing of new parts of rolling shutters shall be measured and paid for separately as supply only under the relevent items. (iv) Makes/Size/Specifications of new parts of rolling shutters as per existing specificarion of rolling shutters. (v) Any damage or loss of rolling shutter during taking down/dismantling shall be made good by the contractor at his own cost complete all as specified.(Rolling shutter area exc 10sqm but not exc 30 sqm) AS PER IS -6248-1979 (a) Cold -rolled steel strips - used for rolling shutter lath section shall conform to Temper No -05 ,Dead soft quality of IS : 4030-1973
(b) Guide channels ,brackets and lock plate shall be of hot -rolled steel of thickness not less than 3.15 mm and shall be free from surface defect and edges cleanly sheared (c) mild steel pipe used for the suspension shaft of the roller shall be heavy duty pipe for mechanical purposes and shall conform to IS-1161-1968 (d ) cast iron casting used for roller pully wheels ,u clamps and cracks, burns etc conforming to grade 15 of IS-210-1970. (e) the spring used in the roller for counter balancing the rolling shutter shall be made either from high tensile spring steel wire or flat spring steel strips as per IS 4454 (Part-I)-1975 (f) lock plate of riveted construction of made of mild steel sheet not less than 3.15 mm thickness with mild steel angle section of not less than 35x35x5 mm size of bottom shall be interlocked with bottom most lath section of curtain so as to provide contact against the sill when closed. The lock plate shall be provided with pulling handle on handle for widths up to 2.5 m and two handle for widths of above 2.5 m. pulling handle shall be fixed on both the interior and exterior side of lock plate.
(g)Guide channels shall be of mild steel deep channel section(depth of channel depends on width of rolling shutter, up to 3.5 m width guide channel 65 mmdepth , 3.5 to 8 m width guide channel 75 mm depth ) and thickness not less than 3.15 mm .the depth of guide should be such that there is sufficient clearance between the curtain and the inner surface of the guide to avoid any rubbing or obstruction for free movement of the curtain at least 40mm for 3.5 width and 60 mm of greater width and there shall be a clearance of 10 mm minimum between guide wall and the end clips of the curtrain to permit free movement of the curtain under the normal wind pressure. The Square bar shall be welded on to the back side of guide channel for length of at least 20cm as a holdfast, an Angle 40x40x6 mm spilt at one end is firmly riveted or welded at the top line of the bracket so that it will act as foundation holdfast . The angle shall extend at least 20 cm from the edge of bracket plate. (h)Bracket plate sepecifed as per item is under and fixing of bracket plate to the concrete beam or lintel with anchor sleeves and bolts of least 16 x75 mm size (j) A Stoper made out of 40x6 mm flat is bolted on the square bar so that lock plate may be arrested from going beyond the limit. (k) Supplying only bracket plate mild steel of 3.15 mm thickness (minimum) clear height 2.3 to 2.6 m, size of bracket 325x325x3.15 mm and 2.6m to 3.m clear height, size of bracket 350x350x3.15 mm and 3.0m to 3.5 m height size of bracket 375x375x3.15 mm complete.
Taking down unserviceable parts of steel rolling shutters (self coiling types shutters i.e push pull mechanically type with gear operating system and for repairing and overhauling of rolling shutters and greasing/oiling of members of rolling shutters. Note : (I) Refixing of rolling shutters duly repaired/overhauled/painted shall be included in the quoted rates of this item. (ii) Fixing of new parts of rolling shutters shall be included in the quoted rate of this item. (iii) Replacing of new parts of rolling shutters shall be measured and paid for separately as supply only under the relevent items. (iv) Makes/Size/Specifications of new parts of rolling shutters as per existing specificarion of rolling shutters. (v) Any damage or loss of rolling shutter during taking down shall be made good by the contractor at his own cost complete all as specified.(area of rolling shutter exc 30sqm but not exc 50sqm) AS PER IS -6248-1979 (a) Cold -rolled steel strips - used for rolling shutter lath section shall conform to Temper No -05 ,Dead soft quality of IS : 4030-1973
(b)Guide channels ,brackets and lock plate shall be of hot -rolled steel of thickness not less than 3.15 mm and shall be free from surface defect and edges cleanly sheared (c) mild steel pipe used for the suspension shaft of the roller shall be heavy duty pipe for mechanical purposes and shall conform IS-1161-1968 (d ) cast iron casting used for roller pully wheels ,U-clamps and cracks, burns etc conform to grade 15 of IS-210-1970. (e) the spring used in the roller for counter balancing the rolling shutter shall be made either from high tensile spring steel wire or flat spring steel strips as per IS 4454 (Part-I)-1975 (F) lock plate of riveted construction of made of mild steel sheet not less than 3.15 mm thickness with mild steel angle section of not less than 35x35x5 mm size of bottom shall be interlocked with bottom most lath section of curtain so as to provide contact against the sill when closed. The lock plate shall be provided with pulling handle on handle for widths up to 2.5 m and two handle for widths of above 2.5 m. pulling handle shall be fixed on both the interior and exterior side of lock plate.
(g)Guide channels shall be of mild steel deep channel section(depth of channel depends on width of rolling shutter, up to 3.5 m width guide channel 65 mm depth , 3.5 to 8 m width guide channel 75 mm depth ) and thickness not less than 3.15 mm .The depth of guide should be such that there is sufficient clearance between the curtain and the inner surface of the guide to avoid any rubbing or obstruction for free movement of the curtain at least 40mm for 3.5 width and 60 mm for greater width and there shall be a clearance 10 mm minimum between guide wall and the end clips of the curtrain to permit free movement of the curtain under the normal wind pressure. The Square bar shall be welded on to the back side of guide channel for length of at least 20cm as a holdfast, an Angle 40x40x6 mm spilt at one end is firmly riveted or welded at the top line of the bracket so that it will act as foundation holdfast . The angle shall extend at least 20 cm from the edge of bracket plate. (h)Bracket plate sepecifed as per item is under and fixing of bracket plate to the concrete beam or lintel with anchor sleeves and bolts of least 16 x75 mm size (j) A Stoper made out of 40x6 mm flat is bolted on the square bar so that lock plate may be arrested from going beyond the limit. (k) Supplying only bracket plate mild steel of 6.0 mm thickness (minimum) clear height 3.5 to 4.5 m, size of bracket 400x400x6 mm and 4.5 to 5.5 m clear hight size of bracket 450x450x6 mm and 5.5 m and above hight size of bracket 500x500x10 mm complete.
Supply only Mild steel in flat, round or square bars, icomplete all complete all as specified and directed
Supply only helical wire spring or flat spiral spring complete all as specified and directed
M&L for Plate girder or single stanchions, built up of one channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections Fe 410 -W (Gde E- 250) quality-A, complete all as specified and directed
Cast iron work grade FG 150, machined, in pulleys rollers Gears worms,U -Clamp and similar articles Articles exc 5 kg each complete all as specified and directed
Cast iron work grade FG 150, machined, in pulleys ,roller Gears worms,U -Clamp and similar articles Articles not exc 5 kg each complete all as specified and directed
M&L 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. 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 Fe 290 ,Gde E- 165, complete all as specified and directed
S&F mild steel screw bolt (machine made) with square or hexagonal head at one end, screwed other, fitted with washer and one hexagonal or square exc 15cm to 22.5 cm long and 16 mm to 20 mm dia complete all as specified and directed
Supply only Mild Steel plain (only curtain ie interlocking lath hood covers sections formed from cold rolled steel strip ) or corrugated steel sheets, any thickness, in available size complete all as sepecifed and directed
M&L Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed
M& L Door closer Aluminium (extruded section) bodyhydrau lically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed
S&F 100 mm Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised
M&L for Hardcore of guage n exc 63mm of broken stone aggregate, deposited,spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface all as specified and directed.
M&L for Moorum / red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed
M&L PCC 1:4:8 type D-2 (40mm graded stone aggregate) in foundation, sub base, filling and mass concrete complete all as specified and directed.
S&F Rubber moulded casted Machine pressed precast concrete inter locking Paver Block any shape and size conforming to IS:15658-2006 of 100mm thick M-50 grade with Grey cement and pigment, laid over and including 50mm thick M-sand complete all as specified and directed.
S&F Rubber moulded casted Machine pressed precast concrete inter locking Paver Block any shape and size conforming to IS:15658-2006 of 80 mm thick M-40 grade with Grey cement and pigment , laid over and including 50mm thick M-sand complete all as specified and directed.
S & F Precast( kerb stone) concrete block masonry of PCC (1:3:6) type C1 using 20mm graded aggregate and set in CM (1:4) complete (Machine pressed) to match the interlocking tile etc with and including necessary excavation, use & waste of form work for plain fair faces of concrete complete all as specified.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete including removal of debris to out side MD land complete all as specified & directed.
M&L for PCC 1:2:4, type B-1 using 20 mm graded stone aggregate as in coping, benching, bed block, lintel band, plinth courses etc benching including weathering, slightly rounded or chamfered angles and throating and similar work including necessary form work complete all as specified and directed.
Supply and fixing desert cooler with water tank capacity upto 80 Ltr. electric driven (single phase), having nominal air flow capacity of upto 6000 CuM per hour (or nearest size)(Steel body) with iron stand complete all as specified and as directed.
Surface excavation not exceeding 30 cm deep and averaging15 cm deep and getting out in any type of soil complete all as specified and directed.
M&L for mild steel TMT bars 10 mm dia and over as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for mild steel TMT bars 8 mm dia as in stirrups, spacers and binders for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.
M&L for RCC (design mix) M-25 using 20 mm graded stone 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 directed .
M&L for RCC (design mix) M-25 using 20 mm graded stone aggregates as in columns, pillars, piers, posts and struts and similar work complete all as specified and directed.
M&L for RCC (design mix) M-25 using 20 mm graded stone aggregates as in slab supported on wall, beam and column in floors, roofs, landings, balconies, canopies and in shelves and similar work complete all as specified and directed.
Form work to sides of pillars, posts, struts, piers, columns and stanchions for square, rectangular or polygonal rough finished concrete surface complete all as specified and directed
Form work to sides and soffits of floor or roof beam, beam hauchings, girders, bressummers, lintels, cantilevers, shelves, for curved rough finished concrete surfaces complete all as specified and directed.
Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (horizontal or sloping) for rough finished curved surface of concrete complete all as specified and directed
M&L for rendering 10 mm thick in CM 1:6 on fair faces of brick or concrete surface of wall and finished even and smooth with out using extra cement complete all as specified and directed.
M&L for rendering on fair faces of brick work or concrete surface of wall 15 mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed
M&L for rendering 5 mm thick in CM 1:3 on RCC ceiling surface and finished even and smooth with out using extra cement complete all as specified and directed .
M&L for 75 mm thick Cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and directed.
M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate, 75mm thick in plinth protection laid in panels and finished even and fair including necessary form work complete all as specified and directed. Note : Joints 12mm wide to the full depth of PCC shall be provided at every 3 meters and at every change of direction and shall be filled with mixture of bitumen and sand 1:3 by weight. Cost of this provision shall be deemed to be included in quoted rate for concrete in plinth protection.
M&L for Machine cut kota stone slab flooring mirror finished 20-25 mm thick (each slab not less than 0.25 sqm) over cement screed base laid and jointed with grey cement slurry and pointed in white or coloured cement to match with the shade of tiles including 15 mm thick screed bed in cement mortar 1:4 complete all as specified and directed.
S&F stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with stainless steel wire staples complete all as specified and directed.
S&F steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay complete with glazing bars, dovetailed or welded complete all as specified and directed.
S&F steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay complete with out glazing bars, dovetailed or welded complete all as specified and directed.
S&F mild steel 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, walkways, railings,frame work of watertanks and similar work conforming to Fe-290(Gde E-165) complete all as specified and directed.
S&F 3 mm thick sheet glass, ordinary quality and glazing with oil putty in square not exceeding 0.5 Sqm in each pane, complete all as specified and directed.
M&L for preparation of newly plastered surfaces of walls and apply three coat of white wash complete all as specified and directed.
M&L for preparation of new decorated surfaces of wall with complete removal of existing treatment and applying two coat of cement based paint complete all as specified and directed.
M&L for preparation of newly plastered surfaces of ceilings and apply three coat of white wash complete all as specified and directed.
M&L for APP based polymeric membrance minimum weighing 3 kg/sqm and minimum 3 mm thick reinforced with polyster non woven fabric (wt not less than 150 gms/sqm) laid on primed surface by forced application complete all as specified and including application of one coat of bituminous aluminium paint on non approachable roofs complete all as specified and directed.
M&L for applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 Kg per Sqm including cleaning surface complete all as specified and directed.
M&L for 100 mm thick Cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and directed.
Stone kerb of machine pressed rubber moulded precast cement concrete (1:2:4) type B-1 using 20 mm grade stone aggregate block of size 45 cm x 30 cm x 15 cm finished at top, bullnosed shape and finished as directed
Supply and fixing Galvanised tubes with all fittings medium grade of size 80 mm dia, laid in trenches complete all as specified and directed by Engr-in-Charge.
Supply and fixing Galvanised tubes with all fittings medium grade of size 50 mm dia, laid in trenches complete all as specified and directed.
Supply and fixing Galvanised tubes with all fittings medium grade of size 40 mm dia, laid in trenches complete all as specified and directed by Engr-in-Charge.
M&L Point wiring with PVC insulated unsheathed stranded copper conductor cable of size 1.5 Sq mm, with PVC insulated unsheathed stranded copper conductor cable of size 1.5 Sq mm stranded for earth continuity wire, to be drawn in and including, PVC medium grade conduit not less then 20 mm width including MS sheet metal sunken switch/Terminal box 1.2 mm thick and ebonite switch board cover 3.0 mm thick or PVC moulded switch board and brass screws with cup washers including all necessary wall cutting and making good disturbed surface all as directed and specified. Note : (1) Making good to match with the adjoining surface shall be included in the unit rate. (2) Rate is inclusive of Cutting/chases in wall/floor/ceiling.
One light point controlled by one, one way switch 5/6 Amp
One ceiling /exhaust fan point controlled by one switch and regulator
one 3 pin 5 amp socket out point on the same board with other switches.
One 3 pin 5 amps socket out let point on independent board
Supply and fixing switch piano, flush type single pole, one way 5 Amps capacity complete all as specified and directed.
Supply and fixing socket out let 2 in 1, 3 Pin, 6A combined 2 module complete all as specified and directed.
Supply and fixing Ceiling rose, surface bakelite 65x50 mm three terminal complete all as specified and directed.
Supply and fixing Electronic regulator 100/120 Watt step type complete all as specified and directed.
Supply and fixing LED tube light fittings 1X20 decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed.
Supply and fixing ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 1200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC) complete all as specified and directed.
Supply and fixing exhaust fan, steel body AC single phase. 230 V of size 300 mm sweep with, blades, frame and louvers and including making of holes in wall, floor etc all as specified.
Schedule of credit amount of Rs 5,25,964.00 to be deducted during AOC
DOBARIA BUILDCON (BID ID -3477208)
J.P ENTERPRISES (BID ID -3477337)
M/S Modern builders (BID ID -3470094)
RAM ASSOCIATES (BID ID -3472167)
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