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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.7 LAccepted-AOC PLOT NO 407 HIMSHIKHA PINJORE PANCHKULA HARYANA 134102 | PANCHKULA | HARYANA | 134102 | ₹26.7 L | L1 | Accepted-AOC The lowest bidder. |
| 2 | L2₹27.6 L+₹84,719 (3.17%)Rejected-AOC | ₹27.6 L+₹84,719 (3.17%) | L2 | Rejected-AOC Other than lowest bidder. |
| 3 | Rejected-Technical H NO 816 NEAR GANDHI CHOWK KALKA 133302 HARYANA | KALKA | PANCHKULA | HARYANA | 133302 | - | - | Rejected-Technical Not Recommended Please as renewal of enlistment as asked in shortfall documents not uploaded. |
| Sl No | Description | Qty | Unit | S.R.SHARMA & SONS L1 | AAR PEE ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation over area not exc 1.5m deep in hard/ dense type of soil and getting out complete all as specified and directed. | 115 | Cum | 200 ₹23,000 | 190 ₹21,850 Lowest |
| 2.00 | Excavation over area exc 1.5m but n. exc 3m deep in hard/dense soil and getting out complete all as specified and directed. | 116 | Cum | 250 ₹29,000 | 190 ₹22,040 Lowest |
| 3.00 | Excavation over areas exc 3 m but n exc 4.5 m deep and getting out in soft/ disintegrated rock complete all as specified and directed. | 96 | Cum | 350 ₹33,600 | 249 ₹23,904 Lowest |
| 4.00 | Excavation in trenches not exc. 1.50m wide and not exc. 1.50m depth for foundation, etc or for manholes/sewage lines etc, n.exc 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed. | 86 | Cum | 200 ₹17,200 | 190 ₹16,340 Lowest |
| 5.00 | M&L for plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete all as specified and as directed. | 16 | Cum | 3,100 ₹49,600 | 2,900 ₹46,400 Lowest |
| 6.00 | M&L for PCC 1:3:6, type C-1, 20mm graded crushed stone aggregate as in drain PCC incl fair finished drain or channel using extra cement including forms, moulds, mitred/stopped ends etc. complete all as specified and directed. | 10.5 | Cum | 3,500 ₹36,750 Lowest | 3,900 ₹40,950 |
| 7.00 | S&F Mild steel TMT bar 10mm dia & over, cut to length bent to shape required including cranking, bending spirally for hopping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia, complete all as specified and directed. | 7,265 | Kg | 95 ₹6,90,175 Lowest | 99 ₹7,19,235 |
| 8.00 | S&F Mild steel TMT bar 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length bent to shape required including cranking, bending spirally for hopping for columns, beam, chajjas etc hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. | 910 | Kg | 95 ₹86,450 Lowest | 99 ₹90,090 |
| 9.00 | Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe 290 Gde E-165, complete all as specified and directed. | 240 | Kg | 105 ₹25,200 | 99 ₹23,760 Lowest |
| 10.00 | M&L for 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 complete all as specified and directed. | 18 | Sqm | 350 ₹6,300 | 149 ₹2,682 Lowest |
Tender Value
₹28.6 L
EMD Value
₹57,180
Closing Date
8 Apr 2026, 6:00 pmClosed
GE (I) JUTOGH
GE (I) JUTOGH, JUTOGH CANTT, SHIMLA (HP)-171008
PROVN OF RAIN WATER HARVESTING PIT AND WATER STORAGE TANK (25000 LTR CAPACITY) NEAR BLDG NOS P-72, P-82 AND P-136 AT MIL STN KALKA UNDER GE (I) JUTOGH
2026_MES_756750_1
GE(I)/JUT-112 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
KALKA
Class D and Category a (i)
7 documents required · 7 mandatory
₹500
GE (I) JUTOGH
₹57,180
Yes
4 Jun 2026
18 Mar 2026
10 Apr 2026
18 Mar 2026
8 Apr 2026
1 Apr 2026
18 Mar 2026 - 25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over area not exc 1.5m deep in hard/ dense type of soil and getting out complete all as specified and directed. | 115 | Cum | 10 | ₹1,150 |
| 2 | Excavation over area exc 1.5m but n. exc 3m deep in hard/dense soil and getting out complete all as specified and directed. | 116 | Cum | 11 | ₹1,276 |
| 3 | Excavation over areas in hard/ dense soil exc 3 m but n exc 4.5 m deep and getting out in soft/ disintegrated rock complete all as specified and directed. | 99 | Cum | 12 | ₹1,188 |
| 4 | Excavation in trenches not exc. 1.50m wide and not exc. 1.50m depth for foundation, etc or for manholes/sewage lines etc, n.exc 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed. | 86 | Cum | 13 | ₹1,118 |
| 5 | M&L for plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete all as specified and as directed. | 16 | Cum | 116 | ₹1,856 |
| 6 | M&L for PCC 1:3:6, type C-1, 20mm graded crushed stone aggregate as in drain PCC incl fair finished drain or channel using extra cement including forms, moulds, mitred/stopped ends etc. complete all as specified and directed. | 10.5 | Cum | 13 | ₹136.5 |
| 7 | S&F Mild steel TMT bar 10mm dia & over, cut to length bent to shape required including cranking, bending spirally for hopping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia, complete all as specified and directed. | 7,265 | Kg | 14 | ₹1,01,710 |
| 8 | S&F Mild steel TMT bar 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length bent to shape required including cranking, bending spirally for hopping for columns, beam, chajjas etc hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. | 910 | Kg | 14 | ₹12,740 |
| 9 | Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe 290 Gde E-165, complete all as specified and directed. | 240 | Kg | 62 | ₹14,880 |
| 10 | M&L for 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 complete all as specified and directed. | 18 | Sqm | 63 | ₹1,134 |
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