Tender For Construction Of Galvanized Steel Sheet Shed/Stable For Map Guard Team In Ptc Sunaria Rohtak., Rohtak-Haryana

TDR : 56003106

Tender Notice
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Rohtak , Haryana

Tender Brief : Tender For Construction Of Galvanized Steel Sheet Shed/Stable For Map Guard Team In Ptc Sunaria Rohtak.

Document Fees
₹ 5900 /-

EMD
₹ 25000.0 /-

Tender Value
₹ 44.78 Lakhs /-

Submission Date
23-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	[10.15]Extra for using hardener at top surface (3.5Kg /sqm) of trimix M25 to finish surface complete in all respect [Through Rate]
2	[10.30.3]Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 3. Dark shade pigment using ordinary cement [Through Rate]
3	[10.45]Extra for pre finished nosing to treads of steps of marble stone. [Through Rate]
4	[10.57]Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. [Through Rate]
5	[10.59]Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. [Through Rate]
6	[10.9]Providing and laying of Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling. [Through Rate]
7	[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
8	[11.60]Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. [Through Rate]
9	[11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works [Through Rate]
10	[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate]
11	[11.82.1]Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate]
12	[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate]
13	[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]
14	[13.32]Providing and fixing bolts including nuts and washers complete. [Through Rate]
15	[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]
16	[17.73]Construction of unreinforced plain cement concrete pavement in M-25 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specifications [Through Rate]
17	[17.8.1]Compaction 1. Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling [Through Rate]
18	[17.8.2]Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications [Through Rate]
19	[17.8.3]Compaction 3. Extra for rolling to specifications [Through Rate]
20	[20.71.1]Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 1. 48\\" (1200mm) [Through Rate]
21	[23.22.1.9]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 1.9. Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. 4 pole MCCB 6 amp to 100 amp , 25 KA [Through Rate]
22	[23.22.4.11]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.11. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. Vertical TPN DB Double Door 8 way ( 8 incoming 3phase*8 outgoing) [Through Rate]
23	[23.22.5.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole [Through Rate]
24	[23.3.6.2]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.2. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 2.50 Sqmm(1.1.80mm) [Through Rate]
25	[23.4.1.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 1.2. Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group B [Through Rate]
26	[23.4.4.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 4.2. Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required Group B [Through Rate]
27	[23.4.5.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 5.2. Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required Group B [Through Rate]
28	[23.5.6.1]COPPER WIRING IN EXISTING PVC/MS CONDUIT PIPE SURFACE/RECESSED FOR ELECTRICAL POINTS 6.1. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in existing MS/PVC Conduit etc as required. 1 run of Size 1.50 Sqmm(1/1.40mm) [Through Rate]
29	[23.7.6.2]PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.2. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 25 mm dia. [Through Rate]
30	[24.1.1]EARTHING AND LIGHTENING ARRESTOR 1. Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. [Through Rate]
31	[24.1.2]EARTHING AND LIGHTENING ARRESTOR 2. Extra for using salt and char coal/coke for pipe earth electrode as required. [Through Rate]
32	[24.13.24]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 24. 16 Sq mm 4 core (Arm.) [Through Rate]
33	[24.13.32]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 32. 25 Sq mm 4 core (Arm.) [Through Rate]
34	[24.5.2.3]MISCELLANEOUS ITEMS 2.3. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work. DWC/HDPE pipe 63/50 mm outer dia/inner dia [Through Rate]
35	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]
36	[3.2.2]By Manual Labour including loading, unloading and stacking for lead less than 0.50 KM 2. Earth [Cost of carriage including loading, unloading & stacking for first 50 metres]
37	[3.2.2]By Manual Labour including loading, unloading and stacking for lead less than 0.50 KM 2. Earth [Every additional lead of 50m or part thereof beyond1st 50 m up to 9 such additional lead]
38	[34.29.2]GI barbed wire fencing 2. G.I Barbed Wire Fencing 1.8 Metre High Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres centre to centre founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 [Through Rate]
39	[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
40	[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]
41	[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
42	[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]
43	[6.13]Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling and dressing and finishing the top smooth. [Through Rate]
44	[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]
45	[6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate]
46	[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
47	[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
48	[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
49	[9.33]Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( plus 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. [Through Rate]
50	[9.34.2]Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm ( plus 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 2. Flashings/ Aprons.( Up to 600 mm) [Through Rate]
51	[9.34.6]Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm ( plus 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 6. Gutter (600 mm over all girth) [Through Rate]
52	Supply and erection of Fire Extinguisher ISI marked CO2 type of 4.5 Kg capacity as per IS :7285 duly erected/ hags on wall with hooks i/c the cost of hook, screws etc. with all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer in Charge of the work, [3Q]
53	Providing and Fixing of ABC Type 6 kg (Stored Pressure) Fire Extinguisher filled with Mono Ammonium Phosphate Powder MAP 50% Confirming to ‘IS 4308’, Nitrogen Pressurized, Controllable Discharge Mechanism, Pressure Gauge, Discharge Hose and Nozzle and Epoxy Polyester Powder Coated Mild Steel body, Fire Extinguishers As per ‘IS 15683 : 2018’ ISI Marked. [3Q]
54	Supply and Erection of surface mounting LED Batten fitting 1x18/20 watt (4` long), white colour, made of high grade poly carbonate body working hour minimum 50000 hours, operation on single phase AC supply complete in all respect upto the entire satisfaction of Engineer- in -charge of the work including making necessary connections etc. [3Q]
55	Supply and erection of 25 Ltr. commercial RO plus UV, Fully automatic with auto cut off RO plus UV Water Purification system 25 ltr/ hr capacity complete with all labour and petty material required i/c making necessary connections upto entire staisfaction of Engineer-in-Charge of the work [3Q]
56	S/E OF WATER COOLER OF SS BODY WITH 150 LTR. STORAGE and COOLING CAPACITY WITH ALL PETTY MATERIAL AS PER BRAND LIST. [3Q]
57	Supply and Erection of 50 watt flood light pressure die cast housing with IP-65 Protection and efficient LED output for better distribution to be mount on existing building/ terrace complete in all respect. suitable for operation om 230 volts A.C supply.(3Q)
58	Supply and Erection of 1700 VA Invertor suitable for operation on single phase 230 volts, 50 HZ, AC supply, complete with all labour and petty material required i/c making necessary connections upto entire satisfaction of Engineer-in-Charge of the work. [3Q]
59	Supply and Erection of 150 AH batteries having warranty of 3 years i/c cost of trolly for batteries complete with all labour and petty material required i/c making necessary connections upto entire staisfaction of Engineer-inCharge of the work. [3Q]
60	Supply and Erection of Plastic body Desert air Cooler 70 Ltr. water tank capacity with wood wool pads floor Standing with integral castlor wheel complete in all respect upto the entire satisfaction of Engineer in Charge of the work. [3Q]
61	Supplying of 200 W LED Flood light luminaire, housing made up of die cast aluminium/ aluminium alloy, complete with driver, LEDs with Optic Lenses, toughened glass cover and mounting bracket. The fixture should have a minimum system efficacy of 120 lumen/Watt, ingress Protection of IP66 and Mechanical Impact Resistance Rating of IK )=07. The fixture driver should have an operating voltage range of 140-270 V, surge protection of )=10KV, PF )0.9, THD (10%. The fixture shall be designed for a system life of 50,000 hours @ 70% lumen maintenance. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters Please Enable Macros to View BoQ information

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Tender For Construction Of Galvanized Steel Sheet Shed/Stable For Map Guard Team In Ptc Sunaria Rohtak., Rohtak-Haryana

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Sl. No.	Item Description
1	[10.15]Extra for using hardener at top surface (3.5Kg /sqm) of trimix M25 to finish surface complete in all respect [Through Rate]
2	[10.30.3]Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 3. Dark shade pigment using ordinary cement [Through Rate]
3	[10.45]Extra for pre finished nosing to treads of steps of marble stone. [Through Rate]
4	[10.57]Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. [Through Rate]
5	[10.59]Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. [Through Rate]
6	[10.9]Providing and laying of Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling. [Through Rate]
7	[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
8	[11.60]Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. [Through Rate]
9	[11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works [Through Rate]
10	[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate]
11	[11.82.1]Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate]
12	[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate]
13	[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]
14	[13.32]Providing and fixing bolts including nuts and washers complete. [Through Rate]
15	[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]
16	[17.73]Construction of unreinforced plain cement concrete pavement in M-25 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specifications [Through Rate]
17	[17.8.1]Compaction 1. Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling [Through Rate]
18	[17.8.2]Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications [Through Rate]
19	[17.8.3]Compaction 3. Extra for rolling to specifications [Through Rate]
20	[20.71.1]Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 1. 48\\" (1200mm) [Through Rate]
21	[23.22.1.9]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 1.9. Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. 4 pole MCCB 6 amp to 100 amp , 25 KA [Through Rate]
22	[23.22.4.11]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.11. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. Vertical TPN DB Double Door 8 way ( 8 incoming 3phase*8 outgoing) [Through Rate]
23	[23.22.5.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole [Through Rate]
24	[23.3.6.2]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.2. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 2.50 Sqmm(1.1.80mm) [Through Rate]
25	[23.4.1.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 1.2. Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group B [Through Rate]
26	[23.4.4.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 4.2. Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required Group B [Through Rate]
27	[23.4.5.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 5.2. Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required Group B [Through Rate]
28	[23.5.6.1]COPPER WIRING IN EXISTING PVC/MS CONDUIT PIPE SURFACE/RECESSED FOR ELECTRICAL POINTS 6.1. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in existing MS/PVC Conduit etc as required. 1 run of Size 1.50 Sqmm(1/1.40mm) [Through Rate]
29	[23.7.6.2]PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.2. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 25 mm dia. [Through Rate]
30	[24.1.1]EARTHING AND LIGHTENING ARRESTOR 1. Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. [Through Rate]
31	[24.1.2]EARTHING AND LIGHTENING ARRESTOR 2. Extra for using salt and char coal/coke for pipe earth electrode as required. [Through Rate]
32	[24.13.24]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 24. 16 Sq mm 4 core (Arm.) [Through Rate]
33	[24.13.32]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 32. 25 Sq mm 4 core (Arm.) [Through Rate]
34	[24.5.2.3]MISCELLANEOUS ITEMS 2.3. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work. DWC/HDPE pipe 63/50 mm outer dia/inner dia [Through Rate]
35	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]
36	[3.2.2]By Manual Labour including loading, unloading and stacking for lead less than 0.50 KM 2. Earth [Cost of carriage including loading, unloading & stacking for first 50 metres]
37	[3.2.2]By Manual Labour including loading, unloading and stacking for lead less than 0.50 KM 2. Earth [Every additional lead of 50m or part thereof beyond1st 50 m up to 9 such additional lead]
38	[34.29.2]GI barbed wire fencing 2. G.I Barbed Wire Fencing 1.8 Metre High Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres centre to centre founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 [Through Rate]
39	[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
40	[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]
41	[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
42	[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]
43	[6.13]Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling and dressing and finishing the top smooth. [Through Rate]
44	[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]
45	[6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate]
46	[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
47	[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
48	[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
49	[9.33]Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( plus 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. [Through Rate]
50	[9.34.2]Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm ( plus 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 2. Flashings/ Aprons.( Up to 600 mm) [Through Rate]
51	[9.34.6]Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm ( plus 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 6. Gutter (600 mm over all girth) [Through Rate]
52	Supply and erection of Fire Extinguisher ISI marked CO2 type of 4.5 Kg capacity as per IS :7285 duly erected/ hags on wall with hooks i/c the cost of hook, screws etc. with all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer in Charge of the work, [3Q]
53	Providing and Fixing of ABC Type 6 kg (Stored Pressure) Fire Extinguisher filled with Mono Ammonium Phosphate Powder MAP 50% Confirming to ‘IS 4308’, Nitrogen Pressurized, Controllable Discharge Mechanism, Pressure Gauge, Discharge Hose and Nozzle and Epoxy Polyester Powder Coated Mild Steel body, Fire Extinguishers As per ‘IS 15683 : 2018’ ISI Marked. [3Q]
54	Supply and Erection of surface mounting LED Batten fitting 1x18/20 watt (4` long), white colour, made of high grade poly carbonate body working hour minimum 50000 hours, operation on single phase AC supply complete in all respect upto the entire satisfaction of Engineer- in -charge of the work including making necessary connections etc. [3Q]
55	Supply and erection of 25 Ltr. commercial RO plus UV, Fully automatic with auto cut off RO plus UV Water Purification system 25 ltr/ hr capacity complete with all labour and petty material required i/c making necessary connections upto entire staisfaction of Engineer-in-Charge of the work [3Q]
56	S/E OF WATER COOLER OF SS BODY WITH 150 LTR. STORAGE and COOLING CAPACITY WITH ALL PETTY MATERIAL AS PER BRAND LIST. [3Q]
57	Supply and Erection of 50 watt flood light pressure die cast housing with IP-65 Protection and efficient LED output for better distribution to be mount on existing building/ terrace complete in all respect. suitable for operation om 230 volts A.C supply.(3Q)
58	Supply and Erection of 1700 VA Invertor suitable for operation on single phase 230 volts, 50 HZ, AC supply, complete with all labour and petty material required i/c making necessary connections upto entire satisfaction of Engineer-in-Charge of the work. [3Q]
59	Supply and Erection of 150 AH batteries having warranty of 3 years i/c cost of trolly for batteries complete with all labour and petty material required i/c making necessary connections upto entire staisfaction of Engineer-inCharge of the work. [3Q]
60	Supply and Erection of Plastic body Desert air Cooler 70 Ltr. water tank capacity with wood wool pads floor Standing with integral castlor wheel complete in all respect upto the entire satisfaction of Engineer in Charge of the work. [3Q]
61	Supplying of 200 W LED Flood light luminaire, housing made up of die cast aluminium/ aluminium alloy, complete with driver, LEDs with Optic Lenses, toughened glass cover and mounting bracket. The fixture should have a minimum system efficacy of 120 lumen/Watt, ingress Protection of IP66 and Mechanical Impact Resistance Rating of IK )=07. The fixture driver should have an operating voltage range of 140-270 V, surge protection of )=10KV, PF )0.9, THD (10%. The fixture shall be designed for a system life of 50,000 hours @ 70% lumen maintenance. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters Please Enable Macros to View BoQ information

Tender For Construction Of Galvanized Steel Sheet Shed/Stable For Map Guard Team In Ptc Sunaria Rohtak., Rohtak-Haryana

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