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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.6 LAccepted-AOC 521 DR K L ACHAL VANSHI COLONY JAISALMER 345001 RAJ | JAISALMER | RAJASTHAN | 345001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹45.4 L+₹1.6 L (3.60%)Rejected-Finance JAISALMER | BARMER | RAJASTHAN | 344001 | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹46.6 L+₹2.8 L (6.33%)Rejected-Finance | L3 | Rejected-Finance Not being lowest |
| Sl No | Description | Qty | Unit | AMBEY MAA CONSTRUCTION COMPANY L3 | M/s Shri Inder Construction Company L2 | MARUDHARA CONSTRUCTION COMPANY L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenchs, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-charge. | 47.78 | Cum | 200 ₹9,556 | 500 ₹23,890 | 151 ₹7,214.78 Lowest |
| 2.00 | Excavation in trenches, n.exc 1.5m wide and n.exc 1.5m in depth; for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in hard/dense soil complete all as specified and directed by Engineer-in-charge. | 71.28 | Cum | 200 ₹14,256 Lowest | 500 ₹35,640 | 300 ₹21,384 |
| 3.00 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ disintegrated rock complete all as specified & directed by Engineer-in-Charge. | 5 | Cum | 800 ₹4,000 | 500 ₹2,500 | 120 ₹600 Lowest |
| 4.00 | Excavating in post holes (or similar holes) each n.exc 0.5Cum, getting out, in any type of soil and getting out complete all as specified and directed by Engineer-in-charge. | 8 | Each | 100 ₹800 Lowest | 100 ₹800 Lowest | 150 ₹1,200 |
| 5.00 | M&L for Excavating in post holes (or similar holes) each n exc 0.5 cu. m, hard/dense soil getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed by Engineer-in-charge. | 36 | Each | 100 ₹3,600 Lowest | 100 ₹3,600 Lowest | 120 ₹4,320 |
| 6.00 | Excavating in over areas, n exc 1.5 m deep and getting out in soft disintegrated rockcomplete all as specified and directed by Engineer-in-charge. | 8.17 | Cum | 800 ₹6,536 | 500 ₹4,085 | 200 ₹1,634 Lowest |
| 7.00 | Excavating in over areas, exc 1.5 m deep and getting out in soft disintegrated rock complete all as specified and directed by Engineer-in-charge. | 0.81 | Cum | 1,200 ₹972 | 500 ₹405 | 150 ₹121.5 Lowest |
| 8.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in in any type of soil complete all as specified and directed by Engineer-in-charge. | 51.8 | Cum | 60 ₹3,108 Lowest | 100 ₹5,180 | 150 ₹7,770 |
| 9.00 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rock all as specified & directed by Engineer-in-Charge. | 4 | Cum | 60 ₹240 Lowest | 100 ₹400 | 150 ₹600 |
| 10.00 | Removing excavated soil material to a distance n exc 50 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and directed by Engineer-in-charge. | 29.79 | Cum | 60 ₹1,787.4 Lowest | 250 ₹7,447.5 | 120 ₹3,574.8 |
Tender Value
₹49.5 L
EMD Value
₹99,020
Closing Date
25 Nov 2025, 6:00 pmClosed
GE Army Jaisalmer
GE Army Jaisalmer - 345001
PROVISION OF COVERED SHED AND RAISED CONCRETE FLOORING FOR DG SET AND SPL REPAIR AND ADDN ATLN TO SECURITY GATE OF DEPOT ALONGWITH SENTRY POST SEARCH ROOM AT CERTAIN UNIT UNDER MIL STN JAISALMER
2025_MES_738467_1
8535/25-26/E8
Open Tender
Civil Works
Item Rate
120 days
Jaisalmer
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE Army Jaisalmer
₹99,020
Yes
18 Mar 2026
4 Nov 2025
27 Nov 2025
4 Nov 2025
25 Nov 2025
18 Nov 2025
Excavating in trenchs, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-charge.
Excavation in trenches, n.exc 1.5m wide and n.exc 1.5m in depth; for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in hard/dense soil complete all as specified and directed by Engineer-in-charge.
Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ disintegrated rock complete all as specified & directed by Engineer-in-Charge.
Excavating in post holes (or similar holes) each n.exc 0.5Cum, getting out, in any type of soil and getting out complete all as specified and directed by Engineer-in-charge.
M&L for Excavating in post holes (or similar holes) each n exc 0.5 cu. m, hard/dense soil getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed by Engineer-in-charge.
Excavating in over areas, n exc 1.5 m deep and getting out in soft disintegrated rockcomplete all as specified and directed by Engineer-in-charge.
Excavating in over areas, exc 1.5 m deep and getting out in soft disintegrated rock complete all as specified and directed by Engineer-in-charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in in any type of soil complete all as specified and directed by Engineer-in-charge.
Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rock all as specified & directed by Engineer-in-Charge.
Removing excavated soil material to a distance n exc 50 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and directed by Engineer-in-charge.
Removing excavated soft/ disintegrated rock to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by the Engineer-in-Charge.
M&L hard core broken to stone or boulders gauge exc 63 mm and n exc 100mm filling in under floors or pavings complete all as specified and directed by Engineer-in-charge.
M&L PCC 1:4:8 (Type D2) using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed by Engineer-in-charge.
M&L for PCC 1:3:6 type B2 (using 40mm graded stone aggregate) as in mass filling / foundation filling etc complete all as specified and directed by Engineer-in-charge.
M&L RCC (Design Mix) M-25 (using 20 mm graded stone aggregate) as in foundations, including rafts, footing foundation beams, plinth beam, base for coulm, etc basement slab under ream piles and mass concrete complete all as specified and directed by Engineer-in-charge.
M&L RCC (Design Mix) M-25 (using 20 mm graded stone aggregate) as in Col, Pillars post and struts etc complete all as specified and directed by Engineer-in-charge.
M&L RCC (Design Mix) M-25 (using 20 mm graded stone aggregate) as in beams, cantilever, bressummers, lintel over 1.5m span etc complete all as specified and directed by Engineer-in-charge.
M&L RCC (Design Mix) M-25 (using 20 mm graded stone aggregate)e as on Slabs supported on walls, beams and columns in floors, roofs, landings, blaconies, canopies, deck slabs andd in shelves and the like complete all as specified and directed by Engineer-in-charge.
Use and waste of formwork to sides of concrete foundation ,footing,base of column ,raft beams , sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter to rough finish surface of concrete flat complete all as specified and directed by Engineer-in-charge.
Use and waste of formwork to soffits of suspended slabs such as roof slabs ,floor slabs ,landing and similar work not exc 200mm thick (Horizontal or sloping) to rough finish surface of concrete flat. complete all as specified and directed by Engineer-in-charge.
Use and waste of formwork to soffits of floor or roof beams, beam haunching ,grider, bressumber, lintels,cantilever ,sleves including supports ,over hang etc also splay between floor and beams to rough finish surface of concrete flat. complete all as specified and directed by Engineer-in-charge.
Use and waste of formwork to sides of pillars, posts ,struts piers ,columns and stanchion to rough finish surface of concrete square ,rectangular or polygonal complete all as specified and directed by Engineer-in-charge.
Use and waste of formwork to edges of concrete flats ,treads, break in floors window cills, concrete railing , opening in concrete wall, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls , horizontal or sloping and similar work exc 10 cm but n exc 20 cm wide to rough finish surface of concrete flat. complete all as specified and directed by Engineer-in-charge.
M&L TMT mild steel bars 10mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to complete all as specified and directed by Engineer-in-charge.
M&L TMT mild steel bars 6 to 8mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to complete all as specified and directed by Engineer-in-charge.
Ditto as item No 22.00 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed by Engineer-in-charge.
M &L Pre-cast cement concrete block type C1 1:3:6 20mm graded masonry with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6 including demolition of PCC block masonry, built in Cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles etc complete all as specified and directed by Engineer-in-charge.
M &L Squared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in CM 1:6 including demolition of brickwork or stone/ boulder masonry, built in Cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles etc complete all as specified and directed by Engineer-in-charge.
M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.
Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses complete all as specified and directed by Engineer-in-charge.
M&L Rendering 15 mm thick cement plaster in CM 1:6 on fair faces of brick/concrete work surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L rendering 5 mm tk on fair faces of concrete surface in ceiling in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L Rendering 15 mm thick cement plaster in CM 1:4 on fair faces of brick/concrete work surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
Material and labour for 15 mm thick rendering in cement mortar 1:4 on fair faces brick work, stone masonry or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for 75 mm thick PCC (1:3:6) type C2 (using 40 mm graded stone aggregate) laid in alternative bays as in plinth protection including finished the surface even & fair without using extra cement & filling the joints with mastic filling i.e one part of bitumen 85/25, 3 parts of sand by weight complete all as specified and directed by Engineer-in-charge.
Dismantling wrought iron or mild steel work of any description specifically provided for gates, staircase railings, framed truss etc complete all as specified and directed by Engineer-in-charge.
S&F mild steel works as in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, rilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-charge.
S &F Rolled sections Fe-410- W(Gde- E-250) quality- B as in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. complete all as specified and directed by Engineer-in-charge.
S & F in repairs Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and training and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed by Engineer-in-charge.
S & F razor type concertina coil ( two coils) SG Hot galvanised spring tensile wire of DTS 145 to 150 kg /sqm zinc coated 250-300 gm/sqm and dia of coil when unstreached 600 mm having minimum number of circle 10 per RM hot dia galvanised razor ribbon type of size 0.50 mm thickness 19 mm width before wrapping on central core wire fixed with GI 11066 mm thick clips and securing nut bolt held Z coils together and extra two row panels wire of guage complete all as specified and directed by Engineer-in-charge.
S & F in repair, Designed gumti made of jaisalmer stone to be fixed as per traditional /local pattern of size 450MMx450MMx1200/1500MM over buildings. The specifications, pattern and design of gumti fixed, complete all as specified and directed by Engineer-in-charge.
M&L for Preparation of new steel surfaces of any description over 10cm width or girth and application of two coats of synthetic enamel paint over one coat of red oxide primer etc,complete all as specified and directed by Engineer-in-charge.
M&L for Preparation of new steel surfaces of any description n exc 10cm width or girth and application of two coats of synthetic enamel paint over one coat of red oxide primer etc, complete all as specified and directed by Engineer-in-charge.
M & L for Jaisalmer stone for wall cladding (of any type) 35-55 mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of stone, exc .0.06 sqm but not exc 0.11 sqm ,including cutting and polishing types in wall including 20 mm thick CM 1:4 for laying Jaisalmer stone complete all as specified and directed by Engineer-in-charge.
S&F in 5mm thick ACP sheet both sides laminated with aluminium sheet of same colour fixed in glazing in doors or windows with clips and necessary fittings complete all as specified and directed by Engineer-in-charge.
S & F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheeting, 0.50 mm thick, of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.
S & F Pre-painted galvalume aluminium zinc coating GI based plain steel sheeting, 0.50 mm thick, of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.
M&L for 100 mm thick Cement concrete 1:2:4 Type B-2 using 40mm graded stone aggregate as in hard standing finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for 25 mm thick Cement concrete 1:2:4 Type B-2 using 40mm graded stone aggregate as in hard standing finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for Preparing of new plaster surface and applying three coat of white wash on newly plaster surface of wall complete all as specified and directed by Engineer-in-charge.
M&L for Preparing of new plaster surface and applying three coat of white wash on newly plaster surface of ceiling complete all as specified and directed by Engineer-in-charge.
M&L two coats of cement based paint on newly plastered surfaces including preparation of surface and applying alkali resistant primer complete all as specified and directed by Engineer-in-charge.
Demolition of Concrete in ground floors and pavings exc 15 cm thickness but above ground level) complete all as specified and directed by Engineer-in-charge.
Demolition of cement concrete (reinforced) in roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work (reinforcement cut as required to facilitate demolition) complete all as specified and directed by Engineer-in-charge.
M&L for 75 mm thick Cement concrete 1:4:8 Type D2 using 40mm graded stone aggregate as in flooring or mass concrete complete all as specified and directed by Engineer-in-charge.
Providing and laying 80mm thick factory made chamfered edge cement
concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed by Engineer-in-charge.
M&L for providing cement concrete type B-1 1:2:4 (using 20mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engineer-in-charge.
S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed by Engineer-in-charge.
S&F Plates of Fe-410- W(Gde- E-250) quality- B (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed by Engineer-in-charge.
M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-charge.
M&L150mm thick hardcore of broken stone or bolders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge.
M&L 100mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as sub base of floor complete all as specified and directed by Engineer-in-charge.
M&L 40mm thick PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in floors, ramps, hardstanding etc and finisheing the surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for glass dividing strips of 38mm width of strips and 3mm thick inserted in postion and confirm to design complete all as specified and directed by Engineer-in-charge.
M&L hard core of guage n exc 63mm using broken brick deposited spread and levelled in layer n exc 15cm thick watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge.
Removing excavated material exc.250m but not exc 500 m & depositing where directed at a level not exc. 1.5m above the starting point complete all as specified and directed by Engineer-in-charge.
M&L for point wiring using approved colour coding as per IS (Red , Black and Green for single phase circuits),with multistranded copper conductor 2.5 sq mm nominal cross-sectional area , single core, PVC insulated and unsheathed FRLSH cable 1100 Volts grade, ISI-694 marked with valid CML No.in and inciuding medium grade, Concealed PVC conduit and accessories on wall/roof/floor etc, ISI marked with mild steel/pressed steel sunken box thickness as per IS standard (with earth dolly) duly painted with two coats of anti corrosive paint/aluminium paint over a coat of red oxide primer internally. and two coats of black bituminous paint over a coat of red oxide primer externally,covered with 3 mm thick plastic laminated sheet cover for fixing of switches, socket and fan regulators etc, inciuding PVC insulated multistranded copper conductor 2.5 sq mm nominal cross sectional area single core FRLSH cable as earth continuity conductor to common earth and connecting to earth dolly complete all as specified and directed by Engineer-in-charge for One light or fan point, controlled by one, one way switch 5 Amps.
One light point controlled by one switch.
One socket outlet 6 amp controlled by one switch on the same board with other switches.
One Ceiling /Exhaust fan point controlled by one switch.
S & F for MCB DB SPN 8 way double door IP 43 complete prewired including Bus Bar etc suitable for operation on 240 volt 50 Hz AC supply including necessary provision for inserting the DBs in wall by cutting the brick/stone masonary etc and making good of distrubed surface to match with existing colour of wall complete all as specified and directed by Engineer-in-charge.
All as per Item No 67.00 here-in-before but for one socket outlet of 15 Amps fixed on independent board with 4.0 Sq mm multistranded copper conductor wire FRLS PVC insulated and 4.0 Sq mm multistranded copper conductor wire FRLS PVC insulated as earth wire complete all as specified and directed by Engineer-in-charge.
S/F Ceiling rose, three terminals PVC/polycorbonate, isolated body complete all as specified and directed by Engineer-in-charge.
S&F switch piano flush button single pole one way 16 amp complete all as specified and directed by Engineer-in-charge.
S&F switch piano flush button single pole one way 5/6 amp complete all as specified and directed by Engineer-in-charge.
S&F socket outlet 2 in 1, 3 pin 6 & 16 amp flush type complete all as specified and directed by Engineer-in-charge.
earthing shall be conducted and result should be less than 1.00 Ohms
S&F socket outlet 2 in 1, 2 & 3 pin, 6 amp, flush type complete all as specified and directed by Engineer-in-charge.
S&F hum free electronic step fan regulator 120 - 280 volts of 100 watt capacity (socket type) including connecting up complete all as specified and directed by Engineer-in-charge.
S & F for MCB DB SPN 4 way double door IP 43 complete prewired including Bus Bar etc suitable for operation on 240 volt 50 Hz AC supply including necessary provision for inserting the DBs in wall by cutting the brick/stone masonary etc and making good of distrubed surface to match with existing colour of wall complete all as specified and directed by Engineer-in-charge.
Supply and fixing MCB's single pole and neutral 32 Amps, 240 Volts,10 KA rapturing capacity 'C' curve complete all as specified and directed by Engineer-in-charge.
Supply and fixing MCB's single pole 06 Amps to 32 Amps, 240 Volts,10 KA rapturing capacity 'C' curve complete all as specified and directed by Engineer-in-charge.
M & L for submain wiring with approved colour code/as per IS (Red,black & green for single phase)concealed conduit circuit with two single core PVC insulated cable with multistranded copper conductor of nominal cross sectional area of 4.00 Sqmm (FRLSH) in Concealed pvc conduit including one run of PVC insulated multistranded copper conductor nominal cross sectinal area of 4.00 Sqmm (FRLSH) of continous earth wire green in colour complete including taking/down all as specified and directed by Engr-In-Charge. Note :- Two runsof 4.00 Sqmm cable & one run of 4.00 Sqmm cable shall be paid as one unit length.
All as per Item No 67.00 here-in-before but for one socket outlet of 05 Amps fixed on independent board
Supply and fixing of building security light fitting LED 35 Watt IP 66 IK 07 pressure dia cast aluminium housing with high efficient LED as lihjting souce and PC cover having TOP opening sepreate drive compartment etc and connecting complete all as specified and directed by Engineer-in-charge.
S& F in repair of repair bracket of GI pipe medium grade of 40mm dia ,1.2 meter in length clamps made of FI 40 mm x 6mm incl nuts, bolts & washers, painting complete all as specified and directed by Engineer-in-charge.
S & F of LED tube light fitting 10 watt tube LED Neutral white in colour, 600 mm in length wall mounted LED batten,extruded aluminium heat shink provided for efficient heat dissipation & integrated electronic driver,optic diffused type ENDURA LINER NEO including all electric connection with whilte flexible cord 1.50 Sqmm 3 core as required complete all as specified and directed by Engineer-in-charge.
Supply and fixing of recessed/ceiling/surface/POP mounted down lighter with CRCA housing with high bright LED,idealy suited for low ceiling areas 50watt LED (100 Lumen/watt or higher) , size 2ft x 2ft The product features color tuning from 3000 K to 6500 K, necessary mounting arrangements , provision of new 3 core multistranded copper conductor of size 23/0.193 from ceiling rose to fitting with white color flexible pipe complete all as specified and directed by Engineer-in-charge.
Supply and fix exhaust fan, steel body AC single Phase. 230V of size 300mm sweep with, blades, and frame and louvers complete all as specified and directed by Engineer-in-charge.
Supply and fixing of LED box type Integrated Batten 40 watt having Aluminum Extruded housing in white powder coated Finish with high translucent PC Cover, Elegant Design, IP 20 Protection. Dimensions of the Fitting Shall be Not less then 1200 MM ( Length) X40 MM ( Width ) X 63 MM ( Height ). Lumens output of the fitting shall be not less then 4400 lm, CCT 5700 – 6500K, buring hours 50,000 Surge Protector 4 KV, PF>= 0.95 , Separate detachable type Electronic constant current drivers for easy replacement and maintenance, THD < 10% , Necessary mounting arrangements .The fixture shall be suitable for wall mounting /suspension mounting as per site requirement . The Manufacturer of the fixture shall have in house NABL Accredited Lab and must produce certificate of the same along with LM-79 / LM80 / Test Report as per Crompton CAT PART NO Shelter . CIS -305-40-57-SL-DP-NWH or equivalent in Philiphs /Havells
M & L for maintenance free chemical earthing with copper plating earthing electode inner pipe dia 42mm and outer pipe dia 76mm coating thickness of 250 mircrons over the rod and 3 mtr long duly inserted in ground by making a bore hole of 250 mm dia, 16 feet deep. Earthing enhcancing compound of 50 kg in sullery form shall be poured in hole after insertion of eletrode, remaining portion of hole shall be filled with excavated earth, interconnected with copper strip of size 20x3 mm and connected by means of exothermic brazing & protected by GI pipe light grade 32 mm bore and PCC (1:3:6) type C1 earth chamber & cast iron earth pit cover 300x300x3 mm connecting to test point & testing on ground complete including excavation, earth work, boring in any type of soil strata & cleaning of site complete all as specified and directed by Engineer-in Charge.
Note :- (i) Cost of copper strip 20x3 mm and 32 mm dia GI pipe light grade required for interconnection of copper plate earth electrode 76 mm dia earth electrode is deemed to be included in unit quoted rates. The unit rate includes copper strip and protection pipe upto 7.5 metre .(ii) Cost of earth work, boring, PCC earth pit, CI cover, testing of earth after completion, connecting and commissioning is deemed to be included in unit quoted rates. (iii) Marking & painting of earth pit with iron plate of suitable size is deemed to be included in unit quoted rates.
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 by Engineer-in-charge.
S&F wall mounted fan 400 m sweep ,energy effiecient 5 star rated, air flow of 2450 CFM complete all as specified and directed by Engineer-in-charge.
Supply, laying and testing cable XLPE insulated ,screened ,PVC bedded, galvanized steel strip or wire armoured electric power cables (heavy duty) 1100 Volts grade with stranded aluminium condutor of size 16 sq mm 2 core complete all as specified and directed by Engineer-in-charge.
M & L in repair HDPE DWC pipe ISI Marked fixed on walls, ceilings or in floors, trenches etc. for cable protection of 50 mm dia complete all as specified and directed by Engineer-in-charge.
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