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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.0 LAccepted-Finance ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | L1 | Accepted-Finance Being lowest | |
| 2 | L2₹40.4 L+₹4.4 L (12.1%)Rejected-Finance | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹40.4 L+₹4.4 L (12.4%)Rejected-Finance JAISALMER | JAISALMER | RAJASTHAN | 342310 | L3 | Rejected-Finance Not being lowest |
Tender Value
₹41.9 L
EMD Value
₹83,700
Closing Date
3 Oct 2024, 6:00 pmClosed
GE Army Jaisalmer
GE Army Jaisalmer - 345001
PROVN OF ADDL 02 X SEPTIC TANK AND AIR CURTAINS, REFRIGERATORS AND ACS IN CERTAIN UNITS AT JAISALMER MIL STN
2024_MES_669464_1
8405/24-25/E8
Open Tender
Civil Works
Item Rate
270 days
Jaisalmer
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Army Jaisalmer
₹83,700
Yes
21 Oct 2024
31 Aug 2024
10 Oct 2024
31 Aug 2024
3 Oct 2024
14 Sept 2024
Amount
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 hard/dense soil complete all as specified & directed by Engineer-in-Charge.
Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with hard/dense soil complete all as specified & directed by Engineer-in-Charge.
Removing excavated soil 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 & directed by Engineer-in-Charge.
M&L for plain cement concrete (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified & directed by Engineer-in-charge.
M&L plain cement concrete (1:2:4) type B-1 (using 20mm grade stone aggregate) as in benching and forming channel inside manholes for section of pipe 200mm including finished smooth and even using extra cement complete all as specified and directed by Engineer-in-charge.
Extra for forming fair finished channel or drain 30cm inner girth in cement concrete using extra cement including mitred/stopped ends, forms mould etc, complete all as specified and directed by Engineer-in-charge.
Cutting into existing manholes for connecting new drains, making good to pipe 200mm dia and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B-l smooth finished, and reforming benching as required complete all as specified and directed by Engineer-in-charge.
M&L for plain cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 200mm bore pipe complete all as specified & directed by Engineer-in-charge.
M & L for 200 mm bore dia reinforced cement concrete pipes, class NP2, laid and jointed with collars complete all as specified and directed by Engr-in-Charge. (Note :- Excavation and earth work shall be measured and paid separately.
M&L, for precast cement concrete block masonry (1:3:6) type C1 (using 20mm graded stone aggeregate) with solid blocks, exc 10 cm in width and setting in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.
M&L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping incuding necessary form work, weathering slightly rounded or chamfered angle treating complete all as specified and directed by Engineer-in-charge.
M&L for precast reinforced cement concrete (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in landings, cover slabs (for manholes etc.) and similar articles with plain faces and set in cement mortar (1:4) complete all as specified and directed by Engineer-in-charge.
M&L for rendering 15 mm thick plaster in cement mortar (1:4) on fair faces of brick work or concrete surfaces of walls and finishing the surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for rendering 15 mm thick on stone masonry surface in cement mortar 1:3 mixed with liquid water proofing compound, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge. Note :-Supply only liquid water proofing compound shall be measured and paid separately.
Supply only of liquid water proofing compound complete all as specified and directed by Engineer-in-charge.
Excavating over areas not exceeding 1.5m deep and getting in hard/dense soil all as specified & directed by Engineer-in-charge.
Excavating over area exceeding 1.5m deep but not exceeding 3.00m deep and getting out in soft/ disintegrated rock all as specified & directed by Engineer-in-charge.
Excavating over area exceeding 3.00m depth and getting out in soft/disintegrated rock all as specified & directed by Engineer-in-charge.
Removing excavated material exc. 250 m but n exc. 500 m of soil and depositing where directed complete all as specified & directed by Engineer-in-Charge.
Removing excavated material exc. 250 m but n exc. 500 m of soft/ disintegrated rock and depositing where directed complete all as specified & directed by Engineer-in-Charge.
M&L for hardcore of gauge not exceeding 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified & directed by Engineer-in-Charge
M&L for plain cement concrete (1:2:4) type B-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete all as specified & 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 (1:4) complete all as specified & directed by Engineer-in-charge.
Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses complete all as specified and directed by Engineer-in-Charge.
S&F PVC (SWR) pipe 110 mm bore single socketed in any length with rubber ring joint fixed to wall complete all as specified & directed by Engineer-in-charge.
S&F 110mm bore PVC (SWR) vent cowl all as specified & directed by Engineer-in-charge.
M&L, reinforced cement concrete (design mix) M-20 grade (20mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and shelves etc all as specified & directed.
M&L for mild steel TMT bars 6mm to 8mm dia & over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified & directed by Engineer-in-Charge.
M&L for mild steel TMT bars 10mm dia & over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified & directed by Engineer-in-Charge.
Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter etc for rough finished curved surfaces all as specified & directed by Engineer-in-Charge.
Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping) for rough finished flat surfaces all as specified & directed by Engineer-in-Charge.
Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide complete all as specified & directed by Engineer-in-Charge.
E/M WORKS
Supply & Installation, commissioning & testing of hi wall split type air conditioner of capacity 1.5 TR, indoor/outdoor complete with cordless remote control unit and with in built air ioniser and plasma filter for better indoor air quality with minimum 3 star rating and EER 3.2 of capacity of 1.5 TR complete all as specified & directed by Engineer-in-Charge.
Supply and fix Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 5 KVA complete all as specified & directed by Engineer-in-Charge.
Supply and fixing AC plug & play 25 Amps all-in-one device complete all as specified & directed by Engineer-in-Charge. Make :- Havells DBOXX SRCD Cat Part No.- DHDDCDP025202503 or equivalent in Appx 'C' list of makes.
M&L for submain wiring alongwith earth wire with 2x4 Sq mm + 1x4 Sq mm earth wire of FRLS PVC insulated copper conductor, single core cable with and including PVC Conduit medium grade of size 25mm Recessed including make good the distrubed surface as per existing surfaces complete all as specified and directed by Engineer-in-charge. (Note :- Two runs of 4.00 Sqmm wire & one run of 4.00 Sqmm earth wire and one run of PVC conduit shall be measured and paid as one unit length)
Supply and fix room window type air conditioner electric driven (single phase), cooling capacity 4500 K Cal per hour ( 1.5 Ton).BEE 5 star rated Each 42,194 complete all as specified & directed by Engineer-in-Charge.
Supply and fix refrigerator, electric driven (single phase) of capacity upto to 195 Litres .BEE 5 star rated complete all as specified & directed by Engineer-in-Charge.
Supply and fix refrigerator, electric driven (single phase) of capacity more than 360 Litres upto to 460 Litres .BEE 5 star rated Each 65,501 complete all as specified & directed by Engineer-in-Charge.
Supply, install, testing & commissioning of commercial Air curtain unit of 70'' x 78'' for prevention of dust and conditioned air losses, single phase, 220 V, 50 Hz,made out of CRCA sheet of minimum thickness 18 gauge and including suitable square perforated suction grills and finished with two coats of synthetic enamel paint (oven baked) over a coat of red oxide primer square perforated suction grills, Aluminium alloy fans and single phase electric motor, nozzles etc, complete with fittings and accessories so as to produce 1- 1.5 m/sec air velocity at floor level for door opening complete all as specified & directed by Engineer-in-Charge.
Supply, install, testing & commissioning of commercial Air curtain unit of 64'' x 84'' for prevention of dust and conditioned air losses, single phase, 220 V, 50 Hz,made out of CRCA sheet of minimum thickness 18 gauge and including suitable square perforated suction grills and finished with two coats of synthetic enamel paint (oven baked) over a coat of red oxide primer square perforated suction grills, Aluminium alloy fans and single phase electric motor, nozzles etc, complete with fittings and accessories so as to produce 1- 1.5 m/sec air velocity at floor level for door opening complete all as specified & directed by Engineer-in-Charge.
Supply, install, testing & commissioning of commercial Air curtain unit of 58'' x 84'' for prevention of dust and conditioned air losses, single phase, 220 V, 50 Hz,made out of CRCA sheet of minimum thickness 18 gauge and including suitable square perforated suction grills and finished with two coats of synthetic enamel paint (oven baked) over a coat of red oxide primer square perforated suction grills, Aluminium alloy fans and single phase electric motor, nozzles etc, complete with fittings and accessories so as to produce 1- 1.5 m/sec air velocity at floor level for door opening complete all as specified & directed by Engineer-in-Charge.
shivam electricals and engneers (BID ID -3126077)
M/S MAYA CONSTRUCTION COMPANY (BID ID -3102336)
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