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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC PR CDA SC PUNE 01 THROUGH AO GE DEHU ROAD | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹32.6 L+₹78,305 (2.46%)Rejected-Finance | L2 | Rejected-Finance Higher Amt Quoted | |
| 3 | L3₹35.2 L+₹3.4 L (10.6%)Rejected-Finance FLAT NO S 2 SHRI CHINTAMANI S NO 1 1148 MAHAJAN PETH MODEL COLONY SHIVAJI NAGAR PUNE 411016 | PUNE | PUNE | MAHARASHTRA | 411016 | L3 | Rejected-Finance Higher Amt Quoted | |
| 4 | L4₹36.4 L+₹4.5 L (14.2%)Rejected-Finance | L4 | Rejected-Finance Higher Amt Quoted | |
| 5 | L5₹36.8 L+₹5.0 L (15.6%)Rejected-Finance | L5 | Rejected-Finance Higher Amt Quoted |
| Sl No | Description | Qty | Unit | Horizon Construction L3 | S Y Itkar Construction and Company L1 | Sayili Enterprises L8 | Sarkar Enterprises L7 | G V HAGAWANE L5 | M/S CDRATHOD INFRATECH PRIVATE LIMITED L4 | AAK ENTERPRISE L2 | A K ENTERPRISES L6 | AMW Construction and developers L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out soft/loose soil.and remove surplus soil upto 50 m complete all as specified and directed by engineer incharge. | 2,500 | Sqm | 9 ₹22,500 Lowest | 80 ₹2,00,000 | 38 ₹95,000 | 30 ₹75,000 | 59 ₹1,47,500 | 30 ₹75,000 | 25 ₹62,500 | 60 ₹1,50,000 | 21 ₹52,500 |
| 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 in all kind of soil and disposal of surplus excavated soil as directed, within a lead of 50 m.complete all as specified and directed by engineer incharge. | 5 | Cum | 198 ₹990 | 350 ₹1,750 | 244 ₹1,220 | 500 ₹2,500 | 355 ₹1,775 | 160 ₹800 | 125 ₹625 Lowest | 210 ₹1,050 | 245 ₹1,225 |
| 3.00 | Excavating in post holes in hard/Dense soil (or similar holes) each n exc 0.5cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n exc 25cm watering, and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed by engineer incharge. | 400 | Each | 144 ₹57,600 | 60 ₹24,000 | 35 ₹14,000 Lowest | 100 ₹40,000 | 222 ₹88,800 | 60 ₹24,000 | 199 ₹79,600 | 90 ₹36,000 | 75 ₹30,000 |
| 4.00 | M&L for Plain Cement concrete in foundations, filling and mass concrete Type D-2 1:4:8 (40mm graded stone aggrergate) complete all as specified and directed by engineer incharge. | 9 | Cum | 4,230 ₹38,070 | 2,000 ₹18,000 Lowest | 2,800 ₹25,200 | 2,800 ₹25,200 | 5,777 ₹51,993 | 3,200 ₹28,800 | 3,200 ₹28,800 | 2,400 ₹21,600 | 3,000 ₹27,000 |
| 5.00 | M&L for Plain Cement concrete in foundations, filling and mass concrete Type C-2 1:3:6 (40mm graded stone aggrergate) complete all as specified and as directed by Engr -In -Charge. | 50 | Cum | 3,960 ₹1,98,000 | 2,100 ₹1,05,000 Lowest | 3,300 ₹1,65,000 | 3,000 ₹1,50,000 | 5,777 ₹2,88,850 | 3,500 ₹1,75,000 | 4,000 ₹2,00,000 | 3,600 ₹1,80,000 | 3,100 ₹1,55,000 |
| 6.00 | M&L for Reinforced Cement concrete M-20 design mix (20 mm graded aggregates) 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. | 4 | Cum | 7,200 ₹28,800 | 4,800 ₹19,200 | 6,500 ₹26,000 | 6,500 ₹26,000 | 5,114 ₹20,456 | 5,500 ₹22,000 | 7,000 ₹28,000 | 4,500 ₹18,000 Lowest | 8,000 ₹32,000 |
| 7.00 | Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter in rough finished surface of concrete complete all as specified and directed by engineer incharge. | 16 | Sqm | 369 ₹5,904 | 400 ₹6,400 | 300 ₹4,800 | 500 ₹8,000 | 557 ₹8,912 | 450 ₹7,200 | 200 ₹3,200 Lowest | 360 ₹5,760 | 450 ₹7,200 |
| 8.00 | S&F Rolled Mild steel (tubular pipes) sections as in post (Vertical) and horizontal members for horse riding arena cut into required shape and size,welded, including necessary welding and finished at all sides,size of MS tubes medium grade,approved make,including making holes to vertical pole and necessary welding to hole including special shaped washer etc. complete Fe 410-W(Gde-E- 250) quality-A complete all as specified and directed by Engineer-in-Charge. | 28,400 | Kg | 99 ₹28,11,600 | 89 ₹25,27,600 Lowest | 113 ₹32,09,200 | 110 ₹31,24,000 | 95 ₹26,98,000 | 105 ₹29,82,000 | 90 ₹25,56,000 | 108 ₹30,67,200 | 115 ₹32,66,000 |
| 9.00 | S&F Framed work as in doors or gates of angle, square tubular section or other section with gusset plates, rails, braces, etc. complete, cut to length, bent to shape required and drilled or welded for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete,Fe 410-W (Gde-E- 250) quality- A-complete all as specified and directed by Engineer-in-Charge. | 1,500 | Kg | 108 ₹1,62,000 | 89 ₹1,33,500 Lowest | 118 ₹1,77,000 | 120 ₹1,80,000 | 125 ₹1,87,500 | 105 ₹1,57,500 | 100 ₹1,50,000 | 108 ₹1,62,000 | 110 ₹1,65,000 |
| 10.00 | S&F TMT Bars 10 mm dia and over, 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. | 130 | Kg | 90 ₹11,700 | 89 ₹11,570 | 98 ₹12,740 | 80 ₹10,400 | 155 ₹20,150 | 70 ₹9,100 Lowest | 75 ₹9,750 | 99 ₹12,870 | 80 ₹10,400 |
Tender Value
₹43.6 L
EMD Value
₹87,240
Closing Date
18 Sept 2025, 6:00 pmClosed
GE (P) NDA KHADAKWASLA
GE (P) NDA KHADAKWASLA
PROVISION OF MS PIPE (TUBULAR) ENCLOSURE FOR POLO FIELD ALONGWITH TWO MAINTENANCE GATES AND TWO HORSE SHOE SHAPE ENTRANCE GATE AT NDA KHADAKWASLAUNDER GE (P) NDA KHADAKWASLA
2025_MES_727060_1
8157/E8
Open Tender
Civil Works
Item Rate
GE (P) NDA KHADAKWASLA
Please refer tender documents.
8 documents required · 8 mandatory
₹500
GE (P) NDA KHADAKWASLA
₹87,240
Yes
1 Feb 2026
21 Aug 2025
22 Sept 2025
21 Aug 2025
18 Sept 2025
4 Sept 2025
Amount
Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out soft/loose soil.and remove surplus soil upto 50 m complete all as specified and directed by engineer incharge.
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 in all kind of soil and disposal of surplus excavated soil as directed, within a lead of 50 m.complete all as specified and directed by engineer incharge.
Excavating in post holes in hard/Dense soil (or similar holes) each n exc 0.5cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n exc 25cm watering, and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed by engineer incharge.
M&L for Plain Cement concrete in foundations, filling and mass concrete Type D-2 1:4:8 (40mm graded stone aggrergate) complete all as specified and directed by engineer incharge.
M&L for Plain Cement concrete in foundations, filling and mass concrete Type C-2 1:3:6 (40mm graded stone aggrergate) complete all as specified and as directed by Engr -In -Charge.
M&L for Reinforced Cement concrete M-20 design mix (20 mm graded aggregates) 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.
Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter in rough finished surface of concrete complete all as specified and directed by engineer incharge.
S&F Rolled Mild steel (tubular pipes) sections as in post (Vertical) and horizontal members for horse riding arena cut into required shape and size,welded, including necessary welding and finished at all sides,size of MS tubes medium grade,approved make,including making holes to vertical pole and necessary welding to hole including special shaped washer etc. complete Fe 410-W(Gde-E- 250) quality-A complete all as specified and directed by Engineer-in-Charge.
S&F Framed work as in doors or gates of angle, square tubular section or other section with gusset plates, rails, braces, etc. complete, cut to length, bent to shape required and drilled or welded for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete,Fe 410-W (Gde-E- 250) quality- A-complete all as specified and directed by Engineer-in-Charge.
S&F TMT Bars 10 mm dia and over, 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.
M&L for Mild steel bars 5 mm dia and over upto and including 10 mm dia 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.
S&F Mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes,with riveted, bolted or welded attachment, Fe 410-W (Gde-E- 250) quality- A-complete all as specified and directed by Engineer-in-Charge.
M&L for Preparation of new steel surface of any description over 10 cm in width or girth, not otherwise described, applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
AAK ENTERPRISE (BID ID -3421452)
Horizon Construction (BID ID -3421872)
M/S CDRATHOD INFRATECH PRIVATE LIMITED (BID ID -3422453)
G V HAGAWANE (BID ID -3422692)
A K ENTERPRISES (BID ID -3422647)
Sarkar Enterprises (BID ID -3428552)
Sayili Enterprises (BID ID -3427825)
AMW Construction and developers (BID ID -3429268)
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