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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.0 LAccepted-AOC 35 MODEL TOWN G T ROAD JANDIALA GURU DISTRICT AMRITSAR | JANDIALA GURU | AMRITSAR | PUNJAB | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹29.2 L+₹28,950 (1.00%)Rejected-Finance WZ 199 LAJWANTI GARDEN GALI NO 4 NEW DELHI 110046 | NEW DELHI | DELHI | 110046 | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹30.4 L+₹1.4 L (5.00%)Rejected-Finance NO 1505 SHIV MANDIR DELHI GATE NAJAFGARH NEW DELHI 110043 | WEST | DELHI | 110043 | L3 | Rejected-Finance NOT BEING LOWEST | |
| 4 | L4₹31.0 L+₹2.0 L (6.95%)Rejected-Finance B 497 S F MEERA BAGH PASCHIM VIHAR NEW DELHI 110063 | WEST DELHI | DELHI | 110063 | L4 | Rejected-Finance NOT BEING LOWEST | |
| 5 | L5₹32.6 L+₹3.6 L (12.4%)Rejected-Finance RAMA PARK A 121 BLOCK A UTTAM NAGAR WEST DELHI DELHI 110059 | DELHI | WEST DELHI | DELHI | 110059 | L5 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | B. S BUILDERS L13 | M/s Verma and Co L10 | S GOURAV PRAKASH ENTERPRISES L9 | HANUMAN BUILDERS L5 | A S CONSTRUCTION CO. L8 | SHAKYA ENTERPRISES L11 | K S CONSTRUCTIONS L3 | YUVAAN CONSTRUCTION L12 | M/S Ayub Khan L6 | M/S MSD & Associate L2 | STAR CONSTRUCTION CO L1 | SARVJEET ENTERPRISES L4 | tomar and associates L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed. | 1,740 | Sqm | 66 ₹1,14,840 | 20 ₹34,800 Lowest | 70 ₹1,21,800 | 30 ₹52,200 | 70 ₹1,21,800 | 20 ₹34,800 Lowest | 50 ₹87,000 | 70 ₹1,21,800 | 70 ₹1,21,800 | 20 ₹34,800 Lowest | 60 ₹1,04,400 | 29 ₹50,460 | 20 ₹34,800 Lowest |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 85 | Cum | 190 ₹16,150 | 350 ₹29,750 | 300 ₹25,500 | 250 ₹21,250 | 170 ₹14,450 | 300 ₹25,500 | 190 ₹16,150 | 200 ₹17,000 | 130 ₹11,050 | 215 ₹18,275 | 250 ₹21,250 | 90 ₹7,650 Lowest | 115 ₹9,775 |
| 3.00 | Excavation in post holes (or similar holes) each not exceeding 0.5 cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance not exceeding 50 m and making good surfaces in soft/loose soil complete all as specified and as directed. | 21 | Each | 190 ₹3,990 | 1,000 ₹21,000 | 200 ₹4,200 | 300 ₹6,300 | 200 ₹4,200 | 500 ₹10,500 | 200 ₹4,200 | 177 ₹3,717 | 200 ₹4,200 | 90 ₹1,890 Lowest | 250 ₹5,250 | 90 ₹1,890 Lowest | 95 ₹1,995 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and as directed. | 30 | Cum | 90 ₹2,700 | 250 ₹7,500 | 120 ₹3,600 | 120 ₹3,600 | 80 ₹2,400 | 200 ₹6,000 | 120 ₹3,600 | 190 ₹5,700 | 89 ₹2,670 | 80 ₹2,400 | 200 ₹6,000 | 49 ₹1,470 Lowest | 75 ₹2,250 |
| 5.00 | Removing excavated material n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point for soils complete all as specified and as directed. | 290 | Cum | 190 ₹55,100 | 250 ₹72,500 | 150 ₹43,500 | 150 ₹43,500 | 80 ₹23,200 | 50 ₹14,500 | 100 ₹29,000 | 299 ₹86,710 | 90 ₹26,100 | 80 ₹23,200 | 200 ₹58,000 | 49 ₹14,210 Lowest | 100 ₹29,000 |
| 6.00 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation filing and mass concrete complete all as specified and as directed. | 192.5 | Cum | 3,000 ₹5,77,500 | 2,800 ₹5,39,000 | 2,900 ₹5,58,250 | 2,500 ₹4,81,250 | 1,900 ₹3,65,750 | 3,300 ₹6,35,250 | 1,600 ₹3,08,000 Lowest | 2,200 ₹4,23,500 | 1,900 ₹3,65,750 | 2,040 ₹3,92,700 | 2,500 ₹4,81,250 | 2,690 ₹5,17,825 | 3,250 ₹6,25,625 |
| 7.00 | M&L for PCC 1:1.5:3 type A1 using 20 mm graded stone aggregate as in foundation filing and mass concrete complete all as specified and as directed. | 5 | Cum | 6,000 ₹30,000 | 4,500 ₹22,500 | 7,300 ₹36,500 | 6,000 ₹30,000 | 5,300 ₹26,500 | 5,000 ₹25,000 | 4,600 ₹23,000 | 5,499 ₹27,495 | 5,600 ₹28,000 | 5,600 ₹28,000 | 3,500 ₹17,500 Lowest | 5,900 ₹29,500 | 5,500 ₹27,500 |
| 8.00 | M&L for brick work with burnt clay bricks(old size) in cement mortar 1:6 , with subclass 'B' bricks, straight or curved in plan exceeding 6 m mean radius complete all as specified and as directed. | 39 | Cum | 6,900 ₹2,69,100 | 4,000 ₹1,56,000 | 4,900 ₹1,91,100 | 4,600 ₹1,79,400 | 3,800 ₹1,48,200 | 4,400 ₹1,71,600 | 3,899 ₹1,52,061 | 4,300 ₹1,67,700 | 4,300 ₹1,67,700 | 4,100 ₹1,59,900 | 3,500 ₹1,36,500 Lowest | 4,190 ₹1,63,410 | 4,150 ₹1,61,850 |
| 9.00 | Providing and applying 15mm thick (average) ready mix cement based plaster on external/internal surfaces finished even and smooth complete all as specified and directed. | 60 | Sqm | 319 ₹19,140 | 210 ₹12,600 | 390 ₹23,400 | 300 ₹18,000 | 300 ₹18,000 | 300 ₹18,000 | 288 ₹17,280 | 230 ₹13,800 | 300 ₹18,000 | 215 ₹12,900 | 250 ₹15,000 | 190 ₹11,400 Lowest | 350 ₹21,000 |
| 10.00 | M&L Preparation of newly plastered surfaces and applying two coats cement base paint on walls over and incl a coat of alkali resistant primer complete all as specified and as directed. | 60 | Sqm | 69 ₹4,140 | 80 ₹4,800 | 45 ₹2,700 | 60 ₹3,600 | 80 ₹4,800 | 50 ₹3,000 | 40 ₹2,400 | 40 ₹2,400 | 60 ₹3,600 | 33 ₹1,980 | 24 ₹1,440 Lowest | 39 ₹2,340 | 33 ₹1,980 |
Tender Value
₹44.5 L
EMD Value
₹89,040
Closing Date
6 Sept 2025, 6:00 pmClosed
GE (West) Delhi Cantt-10.
GE (West) Delhi Cantt-10.
Provn of Car Parking Shed for JCOs Md Accn at Basantar Line near Bldg No P-22, P-24 and P-25 under GE (West) Delhi Cantt-10
2025_MES_726078_1
GE/DW/TOKEN/74 OF 25-26
Open Tender
Civil Works
Item Rate
180 days
delhi
Class D category a(i)
9 documents required · 9 mandatory
₹500
GE (West) Delhi Cantt
₹89,040
Yes
24 Sept 2025
14 Aug 2025
8 Sept 2025
14 Aug 2025
6 Sept 2025
31 Aug 2025
Amount
Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed.
Excavation in post holes (or similar holes) each not exceeding 0.5 cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance not exceeding 50 m and making good surfaces in soft/loose soil complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and as directed.
Removing excavated material n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point for soils complete all as specified and as directed.
M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation filing and mass concrete complete all as specified and as directed.
M&L for PCC 1:1.5:3 type A1 using 20 mm graded stone aggregate as in foundation filing and mass concrete complete all as specified and as directed.
M&L for brick work with burnt clay bricks(old size) in cement mortar 1:6 , with subclass 'B' bricks, straight or curved in plan exceeding 6 m mean radius complete all as specified and as directed.
Providing and applying 15mm thick (average) ready mix cement based plaster on external/internal surfaces finished even and smooth complete all as specified and directed.
M&L Preparation of newly plastered surfaces and applying two coats cement base paint on walls over and incl a coat of alkali resistant primer complete all as specified and as directed.
M&L for steel work in tubular trusses curved/straight in shape 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 Engr-in-Charge.
S&F mild steel hand rails, half round or other steel section or core for hand-rail straight portion. Drilled and countersunk for balusters, running bars, for doors, balusters nosing to steps including 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 as directed.
S&F mild steel rag or lewis bolt 25mm dia of neck, screw one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised exc 15cm but n exc 30cm complete all as specified and as directed.
M&L for preparation of new surfaces of steel or iron surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over and incl a coat of red oxide primer complete all as specified and as directed.
M&L for preparation of new steel surfaces of any description, not exc 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over and incl a coat of red oxide primer complete all as specified and as directed.
M&L for pre-painted galvalume aluminum zinc coating coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in cuved or plain roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed.
M&L for 75mm thick cement concrete 1:3:6 (nominal mix), type C-2 using 40mm graded stone agg finished even and smooth without using extra cement over 75mm hard core laid toa slope of 1 in 12 as in plinth protection. It shall be laid in alternate bays, each bay not exceeding 3 m length with joints to be filled with bituminous mastic filling comprising a mixer of 1 part of heated hot blown bituminen 85/25 penetration and two parts of heated sand. complete all as specified and as directed.
M&L for hardcore of broken stone or boulders n exc 63mm deposited, spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and as directed.
M&L for sand filling under floors or in foundations incl watering and consolidation, spreading in layers n exc. 25cm thick, well ramming etc complete all as specified and directed by Engr-in-Charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line,level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curves shall not to more than 5mm), including making drainage opening wherever required complete all as specified and as directed.
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 way 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 paverblock as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed.
M/S MSD & Associate (BID ID -3417833)
K S CONSTRUCTIONS (BID ID -3417749)
SARVJEET ENTERPRISES (BID ID -3417119)
HANUMAN BUILDERS (BID ID -3417502)
M/S Ayub Khan (BID ID -3417811)
tomar and associates (BID ID -3417719)
A S CONSTRUCTION CO. (BID ID -3417730)
S GOURAV PRAKASH ENTERPRISES (BID ID -3417378)
M/s Verma and Co (BID ID -3417181)
SHAKYA ENTERPRISES (BID ID -3415181)
YUVAAN CONSTRUCTION (BID ID -3417992)
B. S BUILDERS (BID ID -3412397)
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