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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC HIMALAYA COMPLEX MAIN BAZAAR LEH | LEH LADAKH | LADAKH | 194001 | ₹1.0 Cr | L1 | Accepted-AOC Contract awarded to M/s Mohammad Sultan and Brothers by the committee due to L1 |
| 2 | L2₹1.2 Cr+₹13.5 L (13.0%)Rejected-Finance | ₹1.2 Cr+₹13.5 L (13.0%) | L2 | Rejected-Finance Rejected due to L2 |
| Sl No | Description | Qty | Unit | AMAAN ENGINEERS L2 | Mohammad Sultan & Brothers L1 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/dense soil complete all as specified and directed. | 3,639.6 | Square Metre | 50 ₹1,81,980 Lowest | 120 ₹4,36,752 |
| 2.00 | Excavating in trenches n. exc. 1.5m wide and n. exc 1.5m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, n exc 10 sqm on plan and n exc 1.5 m in depth and getting out hard/dense soil complete all as specified and directed. | 18.2 | Cubic Metre | 350 ₹6,370 Lowest | 365 ₹6,643 |
| 3.00 | Removing excavated material upto a distance exc. 50m but n exc 100m and depositing where directed at a level n exc. 1.5 m above the starting point as in hard/dense soil, complete all as specified and dirtected. | 564.14 | Cubic Metre | 400 ₹2,25,656 | 325 ₹1,83,345.5 Lowest |
| 4.00 | Hardcore broken stone boulders of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and well rammed to a true surface, complete all as specified and directed. | 363.96 | Cubic Metre | 3,000 ₹10,91,880 Lowest | 3,200 ₹11,64,672 |
| 5.00 | Rolling and consolidating formation surfaces in cutting, with power roller exc 8 tonne but n exc 12 tonne, complete all as specified and directed. | 363.96 | Ten Square Metre | 400 ₹1,45,584 | 200 ₹72,792 Lowest |
| 6.00 | Cement concrete type E-2, 1:5:10 (using 40mm graded aggregates) as in foundations, filling and mass concrete | 272.97 | Cubic Metre | 6,500 ₹17,74,305 | 4,600 ₹12,55,662 Lowest |
| 7.00 | 200mm thick PQC (Pavement quality concrete) work in road/hard standing of minimum flexural strength 40Kg/Sqcm (lower control limit) LCL after 28 days of pavement of slab using minimum 400 Kg OPC Grade-43 per Cum with not exceeding 19mm graded crushed stone aggregate confirming to IRC 15 incl mixed in batching plant transported to site, laid in panels spread and compacted with mechanical table vibrator, finishing the surfaces by belting and brooming without using extra cement etc. including necessary form work complete all as specified and as directed.
Note:- (a) Flexural strength shall be established by beam test and design mix formula should be compatible to IRC-44-2017 | 727.92 | Cubic Metre | 9,999 ₹72,78,472.08 | 9,200 ₹66,96,864 Lowest |
| 8.00 | Finishing surface of concrete roads, pavements, by brooming, complete all as specified and directed. | 363.96 | Ten Square Metre | 400 ₹1,45,584 | 200 ₹72,792 Lowest |
| 9.00 | 100cm dia size 5mm thick convex mirror made up of poly carbonated reflective mirror of ABS body complete with mounting hardware and MS pipe etc /fixing arrangement and fixing at site all as specified and directed. | 4 | Each | 8,000 ₹32,000 | 5,700 ₹22,800 Lowest |
| 10.00 | Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade ‘A’, complete all as specified and directed. | 120 | Ten Running Metre | 400 ₹48,000 | 200 ₹24,000 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
7 Aug 2025, 6:00 pmClosed
CWE KHUMBATHANG
HQ CWE KHUMBATHANG PIN 900270 C/O APO
PROVISION OF INTERNAL ROAD AT VARIOUS LACATIONS UNDER BIAMAH IN THE AOR OF B/R KHALTSI UNDER GE KHUMBATHANG
2025_MES_709196_2
80051/08/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
BIAMAH
Class B cat a (v)
8 documents required · 8 mandatory
₹1,000
GE KHUMBATHANG
₹2.0 L
Yes
29 Aug 2025
5 Jul 2025
9 Aug 2025
5 Jul 2025
7 Aug 2025
19 Jul 2025
5 Jul 2025 - 18 Jul 2025
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/dense soil complete all as specified and directed.
Excavating in trenches n. exc. 1.5m wide and n. exc 1.5m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, n exc 10 sqm on plan and n exc 1.5 m in depth and getting out hard/dense soil complete all as specified and directed.
Removing excavated material upto a distance exc. 50m but n exc 100m and depositing where directed at a level n exc. 1.5 m above the starting point as in hard/dense soil, complete all as specified and dirtected.
Hardcore broken stone boulders of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and well rammed to a true surface, complete all as specified and directed.
Rolling and consolidating formation surfaces in cutting, with power roller exc 8 tonne but n exc 12 tonne, complete all as specified and directed.
Cement concrete type E-2, 1:5:10 (using 40mm graded aggregates) as in foundations, filling and mass concrete
200mm thick PQC (Pavement quality concrete) work in road/hard standing of minimum flexural strength 40Kg/Sqcm (lower control limit) LCL after 28 days of pavement of slab using minimum 400 Kg OPC Grade-43 per Cum with not exceeding 19mm graded crushed stone aggregate confirming to IRC 15 incl mixed in batching plant transported to site, laid in panels spread and compacted with mechanical table vibrator, finishing the surfaces by belting and brooming without using extra cement etc. including necessary form work complete all as specified and as directed. Note:- (a) Flexural strength shall be established by beam test and design mix formula should be compatible to IRC-44-2017
Finishing surface of concrete roads, pavements, by brooming, complete all as specified and directed.
100cm dia size 5mm thick convex mirror made up of poly carbonated reflective mirror of ABS body complete with mounting hardware and MS pipe etc /fixing arrangement and fixing at site all as specified and directed.
Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade ‘A’, complete all as specified and directed.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3, including making, joints with or without grooves (thickness of joints except at sharp curve shall not to more that 5 mm), including making drainage opening where required complete.
AMAAN ENGINEERS (BID ID -3380620)
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