Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹34.7 LAccepted-AOC STATION ROAD POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | L-1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L-2₹35.4 L+₹3.2 L (9.78%)Rejected-Finance VIL GARIGAON KAMRUP METRO GUWAHATI PIN 781012 | KAMRUP METRO | ASSAM | 781012 | L-2 | Rejected-Finance BEING L2 BIDDER | |
| 3 | L-3₹36.1 L+₹3.9 L (12.1%)Rejected-Finance | L-3 | Rejected-Finance BEING L3 BIDDER | |
| 4 | L-4₹37.3 L+₹5.1 L (15.7%)Rejected-Finance VILL BAREGAON PO CHAK CHAKA BAZAR DIST BARPE | BARPETA | ASSAM | 781301 | L-4 | Rejected-Finance BEING L4 BIDDER | |
| 5 | L-5₹37.4 L+₹5.1 L (16.0%)Rejected-Finance P O RANGIA WARD NO 3 DIST KAMRUP ASSAM | KAMRUP | ASSAM | 781354 | L-5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | M/S NARAYAN ENTERPRISE L9 | M/S Rajkamal Enterprise L8 | SYED ATAUR RAHMAN L3 | M/S KIRAN ENTERPRISE L1 | M/S S.S. Construction L6 | MUKUL CHOUDHURY L5 | M/s DEBOJIT ROY L4 | M/s SHARMA BUILDERS & ENGINEERS L7 | M/s Narzary Enterprise L10 | GOLOK DAS & SONS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge. | 200 | SQM | 20 ₹4,000 | 15 ₹3,000 Lowest | 20 ₹4,000 | 30 ₹6,000 | 25 ₹5,000 | 100 ₹20,000 | 78 ₹15,600 | 40 ₹8,000 | 35 ₹7,000 | 50 ₹10,000 |
| 2.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. | 39 | CUM | 180 ₹7,020 | 150 ₹5,850 | 150 ₹5,850 | 150 ₹5,850 | 200 ₹7,800 | 300 ₹11,700 | 200 ₹7,800 | 210 ₹8,190 | 215 ₹8,385 | 140 ₹5,460 Lowest |
| 3.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. | 25.5 | CUM | 130 ₹3,315 | 70 ₹1,785 | 70 ₹1,785 | 60 ₹1,530 Lowest | 60 ₹1,530 Lowest | 100 ₹2,550 | 170 ₹4,335 | 120 ₹3,060 | 100 ₹2,550 | 60 ₹1,530 Lowest |
| 4.00 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. | 46 | CUM | 130 ₹5,980 | 60 ₹2,760 Lowest | 80 ₹3,680 | 65 ₹2,990 | 70 ₹3,220 | 100 ₹4,600 | 150 ₹6,900 | 100 ₹4,600 | 150 ₹6,900 | 60 ₹2,760 Lowest |
| 5.00 | M&L for Hardcore with broken stones/ boulders of gauge n exc. 63 mm, 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 Engineer-in-charge. | 15 | CUM | 1,850 ₹27,750 | 1,800 ₹27,000 | 1,500 ₹22,500 Lowest | 1,800 ₹27,000 | 2,000 ₹30,000 | 1,700 ₹25,500 | 1,900 ₹28,500 | 2,100 ₹31,500 | 1,800 ₹27,000 | 1,789 ₹26,835 |
| 6.00 | M&L for earth filling, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base, complete all as per specified and as directed by Engineer-in-charge. NOTE- Approved quality earth shall be brought by the contractor outside MoD land and cost of transportation also included in unit quoted rate. | 105 | CUM | 710 ₹74,550 | 800 ₹84,000 | 700 ₹73,500 | 800 ₹84,000 | 750 ₹78,750 | 600 ₹63,000 Lowest | 850 ₹89,250 | 900 ₹94,500 | 1,000 ₹1,05,000 | 650 ₹68,250 |
| 7.00 | M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge. | 2.5 | CUM | 3,400 ₹8,500 | 3,000 ₹7,500 Lowest | 5,000 ₹12,500 | 3,000 ₹7,500 Lowest | 3,500 ₹8,750 | 7,000 ₹17,500 | 5,000 ₹12,500 | 4,500 ₹11,250 | 6,700 ₹16,750 | 4,890 ₹12,225 |
| 8.00 | M&L for Reinforced Cement Concrete, M-25 (Design Mix) (20mm graded 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 and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item. | 8 | CUM | 7,800 ₹62,400 | 7,000 ₹56,000 | 7,000 ₹56,000 | 6,700 ₹53,600 Lowest | 7,500 ₹60,000 | 7,000 ₹56,000 | 6,800 ₹54,400 | 8,800 ₹70,400 | 8,500 ₹68,000 | 7,888 ₹63,104 |
| 9.00 | M&L for Reinforced Cement Concrete, M-25 (Design Mix) (20mm graded stone aggregate) in Columns, pillars, piers, posts and struts, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item. | 4.5 | CUM | 7,800 ₹35,100 | 7,000 ₹31,500 | 7,000 ₹31,500 | 6,700 ₹30,150 Lowest | 7,500 ₹33,750 | 7,000 ₹31,500 | 7,000 ₹31,500 | 8,800 ₹39,600 | 8,500 ₹38,250 | 7,888 ₹35,496 |
| 10.00 | M&L for Reinforced Cement Concrete, M-25 (Design Mix) (20mm graded stone aggregate) in Beams, cantilevers, bressummers, lintels over 1.5m span, chajjas, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item. | 5.5 | CUM | 7,800 ₹42,900 | 7,000 ₹38,500 | 7,000 ₹38,500 | 6,700 ₹36,850 Lowest | 7,500 ₹41,250 | 7,000 ₹38,500 | 7,700 ₹42,350 | 8,800 ₹48,400 | 8,520 ₹46,860 | 7,888 ₹43,384 |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
25 Jun 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
PROVN OF OR INSTITUTE FOR RANGIA MIL STN UNDER GE RANGIA
2026_MES_769879_1
8038/RNG/E8
Open Tender
Civil Works
Item Rate
180 days
RANGIA
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE Rangia
₹85,000
Yes
24 Jul 2026
4 Jun 2026
27 Jun 2026
4 Jun 2026
25 Jun 2026
19 Jun 2026
4 Jun 2026 - 12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge. | 200 | SQM | - | - |
| 2 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. | 39 | CUM | - | - |
| 3 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. | 25.5 | CUM | - | - |
| 4 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. | 46 | CUM | - | - |
| 5 | M&L for Hardcore with broken stones/ boulders of gauge n exc. 63 mm, 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 Engineer-in-charge. | 15 | CUM | - | - |
stage.html
html • 0.07 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 • 0.08 MB
8038TENDERDOCUMENT.pdf
Tender Documents • 0.49 MB
BOQ_862147.xls
BOQ • 0.66 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 .