Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAccepted-AOC | ₹21.6 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹22.7 L+₹1.1 L (5.24%)Rejected-Finance H NO 21666 POWER HOUSE ROAD STREET NO 9 BATHINDA PB 151001 | BATHINDA | PUNJAB | 151001 | ₹22.7 L+₹1.1 L (5.24%) | L2 | Rejected-Finance Being not L1 |
| 3 | L3₹23.7 L+₹2.2 L (10.1%)Rejected-Finance PULWAMA JAMMU KASHMIR 192301 INDIA | PULWAMA | JAMMU AND KASHMIR | 192301 | ₹23.7 L+₹2.2 L (10.1%) | L3 | Rejected-Finance Being not L1 |
| 4 | L4₹23.8 L+₹2.2 L (10.2%)Rejected-Finance | ₹23.8 L+₹2.2 L (10.2%) | L4 | Rejected-Finance Being not L1 |
| Sl No | Description | Qty | Unit | M/s R.N Construction Co. L4 | G M BUILDERS 36 L1 | Peerzada And Sons L3 | SUNRISE ENGINEERS AND CONTRACTOR L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Rough excavation of soft/loose soil not exceeding 1.5m deep and getting out complete all as specified and directed by Engineer Encharge. | 63.48 | Cum | 200 ₹12,696 Lowest | 300 ₹19,044 | 666 ₹42,277.68 | 350 ₹22,218 |
| 2.00 | M&L for Rough excavation of soft/loose soil exceeding 1.5m deep and getting out complete all as specified and directed by Engineer-in-Charge. | 21.16 | Cum | 200 ₹4,232 Lowest | 300 ₹6,348 | 777 ₹16,441.32 | 350 ₹7,406 |
| 3.00 | M&L PCC (1:2:4) type B-2 using 40 mm graded stone agg as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 3.2 | Cum | 5,000 ₹16,000 Lowest | 5,000 ₹16,000 Lowest | 6,666 ₹21,331.2 | 5,500 ₹17,600 |
| 4.00 | M&L for RCC M-25 (20mm graded aggregates) for foundations, beams, plinth beams, base for columns etc under reammed pile and bsement slab and mass concrete complete all as specified and directed by Engineer-in-Charge. | 27.28 | Cum | 6,000 ₹1,63,680 Lowest | 6,000 ₹1,63,680 Lowest | 13,113 ₹3,57,722.64 | 6,500 ₹1,77,320 |
| 5.00 | S&F MS round bar 10 mm dia and above cut to length bend to shape required, 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 and confirming to IS complete all as specified and directed by Engineer-in-Charge. | 548 | KG | 110 ₹60,280 | 95 ₹52,060 Lowest | 99 ₹54,252 | 100 ₹54,800 |
| 6.00 | S&F TMT bars of 5mm dia and over upto and including 10 mm dia in Stirrups, Spacers and binder and above cut to length bend to shape required, posts and struts in pillar post including cutting tops to shape etc as directed, including all necessary drilling, bolting or riveting, and similar work to IS complete all as specified and directed by Engineer-in-Charge. | 269.23 | Kg | 110 ₹29,615.3 | 95 ₹25,576.85 Lowest | 99 ₹26,653.77 | 98 ₹26,384.54 |
| 7.00 | S&F Form Work to sides of concrete foundations, footings, base of coumns, raft and raft beams, side and sofits (if any) of foundation and plinth beams, bands,pillars,to produce external splayed bar and similar work ertical or to batter complete and similar work all as specified and directed by Engineer-in-Charge. | 96 | Sqm | 150 ₹14,400 Lowest | 500 ₹48,000 | 666 ₹63,936 | 350 ₹33,600 |
| 8.00 | S & F of Mild steel Frame work of Angle Iron as in Guard Post, doors, gates of angle or other section frame with gusset plates, MS plates,rail, braces,staging of sentry post 10.8mtrs height, trussed purline, crane gantries, rails and fastening and heavy bracketing frame including distance piece cleat,etc complete drilled for fixing of roof sheet, steel sheeting or other covering, doors, staire, truss, bracing of angle iron section,base of sentry post etc, to be prepared for hanging or sliding with and including either hooks, weld, nut and bolt and hinges and fatening and fixing in structure complete all as specified and directed,including all necessary welding, drilling for holes, flat iron and all necessary drilling, bolting or reveting etc and similar work quality conforming to Fe-410-W(Gde-E-250)quality complete all as specified and directed by Engineer-in-Charge. | 8,772.1 | KG | 150 ₹13,15,815 | 128 ₹11,22,828.8 | 111 ₹9,73,703.1 Lowest | 135 ₹11,84,233.5 |
| 9.00 | S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/clading to wall, ridge, fixed with self tapping screws as specified complete all as specified and directed by Engineer-in-Charge. | 17 | Sqm | 800 ₹13,600 Lowest | 1,100 ₹18,700 | 1,111 ₹18,887 | 1,500 ₹25,500 |
| 10.00 | S&F 3mm thick fibre glass for Security post and assembelled with comp accessories, any standards , with screw etc Complete all as specified and directed by Engineer-in-Charge. | 9.12 | Sqm | 1,200 ₹10,944 | 1,500 ₹13,680 | 999 ₹9,110.88 Lowest | 1,500 ₹13,680 |
Tender Value
₹22.3 L
EMD Value
₹44,700
Closing Date
22 Sept 2025, 6:00 pmClosed
Maj Ashish Kanyan
GE Kapurthala
Completion of incomplete work for Provn of 02 x Watch Tower near GP No 26 and GP No 01 at 2 ASD (23FAD) at Mil Stn Beas under GE Kapurthala.
2025_MES_727745_1
8082/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
₹44,700
18 Dec 2025
25 Aug 2025
24 Sept 2025
25 Aug 2025
22 Sept 2025
8 Sept 2025
Amount
M&L for Rough excavation of soft/loose soil not exceeding 1.5m deep and getting out complete all as specified and directed by Engineer Encharge.
M&L for Rough excavation of soft/loose soil exceeding 1.5m deep and getting out complete all as specified and directed by Engineer-in-Charge.
M&L PCC (1:2:4) type B-2 using 40 mm graded stone agg as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
M&L for RCC M-25 (20mm graded aggregates) for foundations, beams, plinth beams, base for columns etc under reammed pile and bsement slab and mass concrete complete all as specified and directed by Engineer-in-Charge.
S&F MS round bar 10 mm dia and above cut to length bend to shape required, 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 and confirming to IS complete all as specified and directed by Engineer-in-Charge.
S&F TMT bars of 5mm dia and over upto and including 10 mm dia in Stirrups, Spacers and binder and above cut to length bend to shape required, posts and struts in pillar post including cutting tops to shape etc as directed, including all necessary drilling, bolting or riveting, and similar work to IS complete all as specified and directed by Engineer-in-Charge.
S&F Form Work to sides of concrete foundations, footings, base of coumns, raft and raft beams, side and sofits (if any) of foundation and plinth beams, bands,pillars,to produce external splayed bar and similar work ertical or to batter complete and similar work all as specified and directed by Engineer-in-Charge.
S & F of Mild steel Frame work of Angle Iron as in Guard Post, doors, gates of angle or other section frame with gusset plates, MS plates,rail, braces,staging of sentry post 10.8mtrs height, trussed purline, crane gantries, rails and fastening and heavy bracketing frame including distance piece cleat,etc complete drilled for fixing of roof sheet, steel sheeting or other covering, doors, staire, truss, bracing of angle iron section,base of sentry post etc, to be prepared for hanging or sliding with and including either hooks, weld, nut and bolt and hinges and fatening and fixing in structure complete all as specified and directed,including all necessary welding, drilling for holes, flat iron and all necessary drilling, bolting or reveting etc and similar work quality conforming to Fe-410-W(Gde-E-250)quality complete all as specified and directed by Engineer-in-Charge.
S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/clading to wall, ridge, fixed with self tapping screws as specified complete all as specified and directed by Engineer-in-Charge.
S&F 3mm thick fibre glass for Security post and assembelled with comp accessories, any standards , with screw etc Complete all as specified and directed by Engineer-in-Charge.
S& Fixing Second class Hard wooden planks 40mm thick planed one side, with butt joints and fixed with nails, nut and bolt I iron frame including necessary drilling, to frame and with nais supplied and fixed with frame of Iron on stage complete all as specified by Engineer-in-Charge.
M&L preparation of new or previously untreated steel surface of any discription over 10 cm width or girth not otherwise discribed and applying two coats of synthetic paint over a coats of red oxide zinc chrome primmer all as specified by Engineer-in-Charge.
M&L preparation of new or previously untreated wooden surfaces of any discription over 10 cm width or girth not otherwise discribed and applying two coats of synthetic paint over a coats of Pink Primer all as specified by Engineer-in-Charge.
M&L for Earth work Returning Filling in, including spreading, levelling,watering and well ramming in layers not exc. 25cm complete all as specified and directed by Engineer-in-Charge.
M&L for Removing excavted material n.exc. 50m and depositing where directed at a level n.exc. 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.
M&L for Surface Excavation of soft/loose soil n.exc.30cm deep and averaging 15cm deep and getting out complete all as specified and directed by Engineer-in-Charge.
M&L PCC (1:4:8) type B-2 using 40 mm graded stone agg as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
M&L for Hard Core of gauge 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 directed by Engineer-in-Charge.
M&L for Sand cusioning under floor of Interlocking Tiles including spreading & levelling and removing unwanted materials from sand complette all as specified and directed by Engineer-in-Charge.
S&F Machine pressed precast concrete rubber mould interlocking paver block, joint should be filled with Grey cement and pigment, any shape and size confirmimg to IS 15658-2006 of 60mm thick, M-35 Grade complete all as specified and directed by Engineer-in-Charge.
M&l for Pre-Cast Cement concrete block masonery with solid blocks (1:3:6) 20mm graded stone aggregate exc.10cm in width and setting in cement (1:6), complete all as specified and directed by Engineer-in-Charge.
M&L for Rendering 5mm thick with CM (1:4) on fair faces of brick work or concrete surfacec to be finished even and smooth (without using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new or previously untreated Concrete Surfaces of any discription over 10 cm width or girth not otherwise discribed and applying three coats of White Wash all as specified by Engineer-in-Charge.
SUNRISE ENGINEERS AND CONTRACTOR (BID ID -3432883)
Peerzada And Sons (BID ID -3422929)
M/s R.N Construction Co. (BID ID -3420796)
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
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 .