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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-AOC PR CDA SC PUNE 01 THROUGH AO GE DEHU ROAD | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹25.6 L+₹3.0 L (13.0%)Rejected-Finance | L2 | Rejected-Finance HIGHER AMT QUOTED | |
| 3 | L3₹26.4 L+₹3.8 L (16.7%)Rejected-Finance | L3 | Rejected-Finance HIGHER AMT QUOTED | |
| 4 | L4₹26.8 L+₹4.2 L (18.5%)Rejected-Finance 00 BHUSAR FARM KE PASS K K PURI NANDANPURA JHANSI UTTAR PRADESH 284003 | JHANSI | UTTAR PRADESH | 284003 | L4 | Rejected-Finance HIGHER AMT QUOTED | |
| 5 | L5₹27.3 L+₹4.7 L (20.7%)Rejected-Finance | L5 | Rejected-Finance HIGHER AMT QUOTED |
| Sl No | Description | Qty | Unit | Horizon Construction L6 | S Y Itkar Construction and Company L1 | SUN Enterprises L3 | Sayili Enterprises L2 | M/S CDRATHOD INFRATECH PRIVATE LIMITED L8 | AMW Construction and developers L5 | AAK ENTERPRISE L7 | A K ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface Excavation n. exc. 30cm deep and averaging 15 cm deep and gettiing out Soft/loose soil complete all as specified and as directed by Engr-In-Charge. | 100 | Sqm | 27 ₹2,700 Lowest | 100 ₹10,000 | 50 ₹5,000 | 37 ₹3,700 | 40 ₹4,000 | 35 ₹3,500 | 31 ₹3,100 | 90 ₹9,000 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ 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 upto 1.5 m, including getting out Any Kind of soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed by Engr-In-Charge. | 115 | Cum | 198 ₹22,770 | 350 ₹40,250 | 380 ₹43,700 | 244 ₹28,060 | 150 ₹17,250 | 265 ₹30,475 | 130 ₹14,950 Lowest | 210 ₹24,150 |
| 3.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in hard dense soil complete all as specified and as directed by Engr-In-Charge. | 25 | Cum | 90 ₹2,250 | 150 ₹3,750 | 190 ₹4,750 | 70 ₹1,750 | 50 ₹1,250 | 99 ₹2,475 | 110 ₹2,750 | 45 ₹1,125 Lowest |
| 4.00 | M&L for Hardcore of broken brick or boulders of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engr-In-Charge. | 15 | Cum | 1,170 ₹17,550 | 900 ₹13,500 Lowest | 1,400 ₹21,000 | 1,300 ₹19,500 | 1,200 ₹18,000 | 1,299 ₹19,485 | 1,200 ₹18,000 | 1,200 ₹18,000 |
| 5.00 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering, complete all as specified and as directed by Engr-In-Charge. | 5 | Cum | 720 ₹3,600 Lowest | 900 ₹4,500 | 900 ₹4,500 | 1,000 ₹5,000 | 900 ₹4,500 | 799 ₹3,995 | 1,050 ₹5,250 | 750 ₹3,750 |
| 6.00 | M&L for plain cement concrete 1:4:8 type D-2 (using 40 mm graded stone aggregate ) as in foundation filling & mass concrete complete all as specified and as directed by Engr-In-Charge. | 30 | Cum | 4,500 ₹1,35,000 | 3,200 ₹96,000 | 4,000 ₹1,20,000 | 2,800 ₹84,000 | 3,200 ₹96,000 | 3,450 ₹1,03,500 | 5,000 ₹1,50,000 | 2,400 ₹72,000 Lowest |
| 7.00 | M&L for PCC Type B0 1:2:4 (12.5mm graded stone aggregate ) as in coping and as in bed plates to fixing hold fast including necessary formwork complete all as specified and as directed by Engr-In-Charge. | 2.5 | Cum | 4,950 ₹12,375 | 3,800 ₹9,500 | 5,000 ₹12,500 | 5,000 ₹12,500 | 4,000 ₹10,000 | 6,500 ₹16,250 | 6,000 ₹15,000 | 3,600 ₹9,000 Lowest |
| 8.00 | M&L for RCC (Design mix) M-25 using 20mm graded aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engr-In-Charge. | 0.6 | Cum | 5,400 ₹3,240 | 8,000 ₹4,800 | 6,000 ₹3,600 | 6,500 ₹3,900 | 6,000 ₹3,600 | 9,000 ₹5,400 | 6,000 ₹3,600 | 4,500 ₹2,700 Lowest |
| 9.00 | M&L for RCC (Design mix) M25 using 20mm graded aggregate as in Columns, pillars, piers,posts and struts complete all as specified and as directed by Engr-In-Charge. | 1.5 | Cum | 5,400 ₹8,100 Lowest | 8,000 ₹12,000 | 6,500 ₹9,750 | 6,500 ₹9,750 | 6,000 ₹9,000 | 9,000 ₹13,500 | 7,000 ₹10,500 | 7,200 ₹10,800 |
| 10.00 | M&L for modular fly ash bricks masonry straight or curved on plan exc.6.0 m mean radious built in CM 1:6 complete all as specified and as directed by Engr-In-Charge. | 78 | Cum | 6,300 ₹4,91,400 | 6,500 ₹5,07,000 | 6,600 ₹5,14,800 | 6,900 ₹5,38,200 | 6,500 ₹5,07,000 | 6,450 ₹5,03,100 | 5,800 ₹4,52,400 Lowest | 7,200 ₹5,61,600 |
Tender Value
₹39.0 L
EMD Value
₹78,100
Closing Date
18 Sept 2025, 6:00 pmClosed
GE (P) NDA KHADAKWASLA
GE (P) NDA KHADAKWASLA
ADDN/ALTERATION/RENOVATION OF COMPOUND FENCING IN BAL STRETCHES ALONGWITH PCC APCH PATH IN BOMBAY STADIUM AT NDA KHADAKWASLA UNDER GE (P) NDA KHADAKWASLA
2025_MES_727068_1
8158/E8
Open Tender
Civil Works
Item Rate
GE (P) NDA KHADAKWASLA
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE (P) NDA KHADAKWASLA
₹78,100
Yes
5 Feb 2026
21 Aug 2025
22 Sept 2025
21 Aug 2025
18 Sept 2025
4 Sept 2025
Amount
Surface Excavation n. exc. 30cm deep and averaging 15 cm deep and gettiing out Soft/loose soil complete all as specified and as directed by Engr-In-Charge.
Earth work in excavation by mechanical means (Hydraulic excavator)/ 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 upto 1.5 m, including getting out Any Kind of soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed by Engr-In-Charge.
Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in hard dense soil complete all as specified and as directed by Engr-In-Charge.
M&L for Hardcore of broken brick or boulders of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engr-In-Charge.
M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering, complete all as specified and as directed by Engr-In-Charge.
M&L for plain cement concrete 1:4:8 type D-2 (using 40 mm graded stone aggregate ) as in foundation filling & mass concrete complete all as specified and as directed by Engr-In-Charge.
M&L for PCC Type B0 1:2:4 (12.5mm graded stone aggregate ) as in coping and as in bed plates to fixing hold fast including necessary formwork complete all as specified and as directed by Engr-In-Charge.
M&L for RCC (Design mix) M-25 using 20mm graded aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engr-In-Charge.
M&L for RCC (Design mix) M25 using 20mm graded aggregate as in Columns, pillars, piers,posts and struts complete all as specified and as directed by Engr-In-Charge.
M&L for modular fly ash bricks masonry straight or curved on plan exc.6.0 m mean radious built in CM 1:6 complete all as specified and as directed by Engr-In-Charge.
M&L Brickwork (Brick masonry) with flyash bricks, straight or curved on plan to any radius in half brick thick walls, built in masonry built in CM 1:4 complete all as specified and as directed by Engr-In-Charge.
M&L for Dholpur stone with hammer dressed facework (with maximum depression from a straight edge held against the dressed surface n exc 20mm) about 40mm high 75mm deep in straight courses, laid and jointed in cement and stone dust mortor 1:3, recess pointed (10mm x 20mm) with an admixture of white cement and Dholpur stone dust 1:1 complete all as specified and directed by Engr-In-Charge.
M&L for Granite (of any type) work (table rubbed and polished) 25 mm thick, in steps, jambs, pillars, win?dow-cills, cooking plat?forms and like in cement mortar (1:4) including point?ing in white cement (1:2) us?ing marble dust with admix?ture of pigment to match with shade of granite complete all as specified and directed by Engr-In-Charge.
Use and waste of form work to sides of concrete foundation, footings, base of column, sides and soffit of plinth beam ,Floor beam,rough finished Dressing with oil, white-wash, soft soap or other approved substance to prevent adhesion .complete all as specified and directed by Engr-In-Charge.
Use and Waste of form work to sides of column, pillars , post , struts, pier rough finished.Dressing with oil, white-wash, soft soap or other approved substance to prevent adhesion complete all as specified and directed by Engr-In-Charge.
M&L TMT bars 10 mm dia and over cut to length bent to shape required incl cranking, bending, spirally for columns hooking ends binding with mild steel wire (annealed) not less than 0.9mm dia.complete all as specified and directed by Engr-In-Charge.
M&L for Mild steel bars 5 mm dia and over as in stirrups spacers and binders, cut to length, bent 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 and directed by Engr-In-Charge.
Labour only for chamferring and rounding the straight cut edges of stone slab such as in steps , cooking platform and other similar situations complete all as specified and directed by Engineer-In-Charge
M&L for PCC 1:3:6 type C- 2 (Using 40 mm graded stone aggregate) 100 mm thick Cement concrete in sub-floors, sub-bases, floors and pavings etc Finishing surfaces of concrete topping even and fair (without using extra cement), and finishing surfaces of concrete in sub-floors, sub-bases, etc. even and rough to receive the topping layer.. incl necessary formwork complete all as specified and as directed.
M&L for PCC 1:2:4 type B1 (Using 20 mm graded stone aggregate) 40 mm thick Cement concrete in sub-floors, sub-bases, floors and pavings etc.Finishing surfaces of concrete topping even and fair (without using extra cement), and finishing surfaces of concrete in sub-floors, sub-bases, etc. even and rough to receive the topping layer. incl necessary formwork complete all as specified and as directed by Engr-In-Charge.
M&L Rendering 10 mm thick in CM 1:4 Cement Plaster on surfaces of brick work or concrete walls, finished fair and even complete all as specified and as directed by Engr-In-Charge.
M&L preparation of old steel surfaces of any description , n. exc.10cm width or girth & aplying two coats of synthtic enamel paint, complete all as specified & as directed by Engineer-In-Charge.
M&L Preparation of new steel Surfaces of any description, exc 10cm in width or girth, not otherwise described and applying two coats of Synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engr-In-Charge.
S&F 75 mm bore PVC pipes as in weep holes to wall at locations and spacing's specified complete all as specified and as directed by Engr-In-Charge.
M&L for Rolling and consolidating formation surfaces in cutting by power roller of capaity exc 8 tonne & n.exc. 12 tonne complete all as specified and as directed by Engr-In-Charge.
Demolition of Cement Concrete (Unreinfocement) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engr-In-Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engr-In-Charge.
S&F Framed work such as grill, gratings,etc with ends of bars shouldered and/or riveted, or forged into spikes: framed guard bars; ladders;railings and for portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc. and for ornamental and intricate design and similar work to Fe290. Gde-E-165. complete all as specified and as directed by Engr-In-Charge.
Spreading and levelling including watering and as ramming as required of Any kind of soil in layers n exc. 25 cm thick complete all as specified and as directed by Engr-In-Charge.
M&L for providing and laying 60mm thick factory made chamfered edge rubber moulded glazed (glossy finished) precast cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawn, drive way or light traffic parking etc of required strength , thickness & size/ shape and confirming to IS 15658-2006 made by table vibratory method using PU mould , laid in required colour & pattern over & including 25mm thick compacted bed of crushed stone sand, compacting and proper embedding/laying of interlocking paver block into sand bedding layer through vibratory compaction by using plate vibrator , filling the joints with sand and cutting of paver block as per required size and pattern , finishing and sweeping extra sand complete all as specified and as directed by Engr-In-Charge.
Sayili Enterprises (BID ID -3427883)
SUN Enterprises (BID ID -3422812)
A K ENTERPRISES (BID ID -3422684)
AMW Construction and developers (BID ID -3429172)
Horizon Construction (BID ID -3421878)
AAK ENTERPRISE (BID ID -3421444)
M/S CDRATHOD INFRATECH PRIVATE LIMITED (BID ID -3422495)
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