Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.4 LAccepted-AOC | ₹34.4 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹37.3 L+₹2.9 L (8.50%)Rejected-Finance | ₹37.3 L+₹2.9 L (8.50%) | L2 | Rejected-Finance Being not L1. |
| 3 | L3₹38.3 L+₹3.9 L (11.3%)Rejected-Finance | ₹38.3 L+₹3.9 L (11.3%) | L3 | Rejected-Finance Being not L1. |
| 4 | L4₹39.6 L+₹5.2 L (15.2%)Rejected-Finance | ₹39.6 L+₹5.2 L (15.2%) | L4 | Rejected-Finance Being not L1. |
| 5 | L5₹40.2 L+₹5.8 L (16.9%)Rejected-Finance | ₹40.2 L+₹5.8 L (16.9%) | L5 | Rejected-Finance Being not L1. |
| Sl No | Description | Qty | Unit | M/s Randhawa Builders L1 | DUGGAL CONSTRUCTION CO L2 | ASHWANI SETHI L3 | MAA BHAWANI CONSTRUCTION L5 | Prabhu Infrastructure And Developers L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for surface dressing n.exc. 15 cm deep and getting out soft/loose soil complete all as specified and directed. | 2,155 | Sqm | 16.5 ₹35,557.5 | 15 ₹32,325 Lowest | 50 ₹1,07,750 | 30 ₹64,650 | 35 ₹75,425 |
| 2.00 | Rolling and consolidating formation surfaces in cutting with power roller 8 tonne & n.exc 12 tonne complete all as specified and directed. | 215.5 | 10 Sqm | 12 ₹2,586 Lowest | 85 ₹18,317.5 | 320 ₹68,960 | 400 ₹86,200 | 300 ₹64,650 |
| 3.00 | M&L for hard core of gauge n.exc. 63mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surfaces complete all as specified and directed. | 233.25 | Cum | 1,200 ₹2,79,900 Lowest | 1,700 ₹3,96,525 | 1,950 ₹4,54,837.5 | 2,200 ₹5,13,150 | 1,500 ₹3,49,875 |
| 4.00 | M&L for cement concrete (1:5:10) Type E2 (40mm graded aggregate as in foundations, filling and mass concrete complete all as specified and directed. | 215.5 | Cum | 2,950 ₹6,35,725 | 2,450 ₹5,27,975 Lowest | 2,950 ₹6,35,725 | 4,250 ₹9,15,875 | 3,000 ₹6,46,500 |
| 5.00 | M&L for cement concrete work in pavement/hard standing of flexural strength 40kg/per square centimetre in field using 400kg of cement per cubic metre, complete all as specified and directed. Note: Cement Concrete to be done by RMC). | 323.25 | Cum | 6,500 ₹21,01,125 Lowest | 7,700 ₹24,89,025 | 6,900 ₹22,30,425 | 6,600 ₹21,33,450 | 7,500 ₹24,24,375 |
| 6.00 | M&L for forming 12mm thick 100mm deep expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade-`A` complete all as specified and directed. | 9.15 | 10 RM | 2,000 ₹18,300 | 800 ₹7,320 | 530 ₹4,849.5 Lowest | 1,000 ₹9,150 | 1,550 ₹14,182.5 |
| 7.00 | M&L for forming construction (Dummy) joints 65mm deepx10mm wide, filled with sealing compound complete all as specified and directed. | 60.5 | 10 RM | 1,000 ₹60,500 | 280 ₹16,940 Lowest | 510 ₹30,855 | 600 ₹36,300 | 1,300 ₹78,650 |
| 8.00 | Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar including any article required at site. | 6.2 | Cum | 300 ₹1,860 | 100 ₹620 Lowest | 330 ₹2,046 | 100 ₹620 Lowest | 300 ₹1,860 |
| 9.00 | Excavation in trenches not exc 10 sqm on plan and n.exc 1.5m deep and getting out in soft/loose soil complete all as specified. | 20 | Cum | 110 ₹2,200 | 90 ₹1,800 Lowest | 300 ₹6,000 | 100 ₹2,000 | 150 ₹3,000 |
| 10.00 | M&L for PCC 1:4:8 type E2 using (40mm aggregate) as in foundation filling and mass concrete complete all as specified. | 1.5 | Cum | 3,600 ₹5,400 | 2,400 ₹3,600 Lowest | 3,000 ₹4,500 | 4,120 ₹6,180 | 3,500 ₹5,250 |
Tender Value
₹40.7 L
EMD Value
₹81,400
Closing Date
26 Jan 2026, 6:00 pmClosed
Hans Ram Meena, EE, IDSE
GE Kapurthala
Provn of 350 mtr concrete road to enhance the drawal capability of BMS and provn of additional gate and PCC road at 2 ASD (23 FAD) at Mil Stn Beas under GE Kapurthala
2026_MES_747256_1
8114/E8
Open Tender
Civil Works
Item Rate
180 days
Area under GE Kapurthala
Please refer tender documents
8 documents required · 8 mandatory
₹500
GE Kapurthala
₹81,400
1 Apr 2026
6 Jan 2026
28 Jan 2026
6 Jan 2026
26 Jan 2026
20 Jan 2026
M&L for surface dressing n.exc. 15 cm deep and getting out soft/loose soil complete all as specified and directed.
Rolling and consolidating formation surfaces in cutting with power roller 8 tonne & n.exc 12 tonne complete all as specified and directed.
M&L for hard core of gauge n.exc. 63mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surfaces complete all as specified and directed.
M&L for cement concrete (1:5:10) Type E2 (40mm graded aggregate as in foundations, filling and mass concrete complete all as specified and directed.
M&L for cement concrete work in pavement/hard standing of flexural strength 40kg/per square centimetre in field using 400kg of cement per cubic metre, complete all as specified and directed. Note: Cement Concrete to be done by RMC).
M&L for forming 12mm thick 100mm deep expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade-`A` complete all as specified and directed.
M&L for forming construction (Dummy) joints 65mm deepx10mm wide, filled with sealing compound complete all as specified and directed.
Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar including any article required at site.
Excavation in trenches not exc 10 sqm on plan and n.exc 1.5m deep and getting out in soft/loose soil complete all as specified.
M&L for PCC 1:4:8 type E2 using (40mm aggregate) as in foundation filling and mass concrete complete all as specified.
M&L for reinforced cement concrete M-25 grade (Design mix) using 20mm graded crushed stone aggregate 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.
M&L for reinforced cement concrete M-25 grade (Design mix) using 20mm graded crushed stone aggregate in Columns, pillars, piers, posts and struts complete all as specified.
M&L for Brickwork with subclass ‘B’ bricks, but except brick straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6, complete all as specified and directed .
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement and sand mortar (1:4) thick and finished even and smooth without using extra cement complete all as specified.
M&L for rendering 5 mm thick on fair faces of brick work or concrete surfaces in cement and sand mortar (1:3) thick and finished even and smooth without using extra cement complete all as specified.
M&L for TMT bars 10mm 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 complete all as specified.
M&L for TMT bars 5 mm dia and over up to and including 10 mm dia 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 complete all as specified.
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 for rough finished surfaces of concrete complete all as specified.
M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete complete all as specified and directed.
M&L two coats of cement based paints including preparation of surfaces complete all as specified complete all as specified and directed.
M&L for framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors for installation of all type of doors with fittings conforming to Fe-290 Gde E-165) complete all as specified and directed.
M&L for 1.60mm thick MS sheet as in steel door fixed with butt welded joints confirming to Fe-290 (Gde E-165) complete all as specified and directed.
M&L for two coats of synthetic enamenl paints over primer including preparation of surfaces complete as specified and directed.
Returning filling including spreading , leveling watering and well ramming in layers not exc. 25 Cm thick complete all as specified and directed.
M&L for removing excavated soils materials n.exc 50m and depositing, where directed at a level n.exc. 1.5m above the starting point complete all as specified and directed.
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.24 MB
BOQ_836792.xls
BOQ • 1.84 MB
Tender.pdf
Tender Documents • 1.47 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .