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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.2 LAccepted-AOC | ₹42.2 L | L1 | Accepted-AOC Being lowest bidder. |
| 2 | L2₹42.4 L+₹19,980 (0.47%)Rejected-AOC ROOM NO 01 1ST FLOOR SIMA TRADING BUILDING SURVEY NO 268 GARACHARMA VILL SRI VIJAY PURAM 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹42.4 L+₹19,980 (0.47%) | L2 | Rejected-AOC Not being lowest bidder. |
| 3 | L3₹45.9 L+₹3.7 L (8.72%)Rejected-AOC | ₹45.9 L+₹3.7 L (8.72%) | L3 | Rejected-AOC Not being lowest bidder. |
| 4 | L4₹53.8 L+₹11.6 L (27.6%)Rejected-AOC KTA ROAD LAMBA LINE JUNGLIGHAT PO PORT BLAIR 744103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹53.8 L+₹11.6 L (27.6%) | L4 | Rejected-AOC Not being lowest bidder. |
| Sl No | Description | Qty | Unit | M/s Gurunath Construction L2 | Kakolil Trade Agencies L4 | RADHA GOVIND CONSTRUCTION L1 | OPS Associates L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc. 400 Sqm and exc 50mm and n. exc 100mm deep complete all as specified and directed by Engr-in-Charge. | 25.5 | X Sqm | 3,000 ₹76,500 | 400 ₹10,200 | 1,500 ₹38,250 | 350 ₹8,925 Lowest |
| 2.00 | Rolling and consolidating formation surface in cutting using power roller of capacity exc 8 tonne and n exc 12 tonne complete all as specified and directed by Engr-in-Charge. | 25.5 | X Sqm | 3,000 ₹76,500 | 389 ₹9,919.5 | 200 ₹5,100 Lowest | 250 ₹6,375 |
| 3.00 | M&L for 7.5cm thick (compacted thickness) WBM with stone aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) spread rolled and consolidated to gradient and camber required complete all as specified and directed by Engr-in-Charge. Type of stone to be incorporated is lime stone, sand stone, flint or quartzite stone. | 21.5 | X Sqm | 3,500 ₹75,250 | 3,650 ₹78,475 | 2,500 ₹53,750 Lowest | 2,625 ₹56,437.5 |
| 4.00 | All as per item No 03 here-in-after but except stone aggregate. | 4 | X Sqm | 2,995 ₹11,980 | 605 ₹2,420 | 1,000 ₹4,000 | 500 ₹2,000 Lowest |
| 5.00 | Preparing surfaces by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc on new WBM surfaces and applying evenly a priming/tack coat with bituminious primer (VG-10) @ 10 Kg/10 Sqm with paving bitumen complete all as specified and directed by Engr-in-Charge. | 25.5 | X Sqm | 800 ₹20,400 Lowest | 10,997 ₹2,80,423.5 | 1,200 ₹30,600 | 950 ₹24,225 |
| 6.00 | M&L preparing surfaces by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all lose dirt etc on black top surfaces and applying evenly a priming/tack coat with bituminous primer (VG -10) @ 5 Kg/10 Sqm with paving bitumen complete all as specified and directed by Engr-in-Charge. | 304.5 | X Sqm | 650 ₹1,97,925 | 690 ₹2,10,105 | 750 ₹2,28,375 | 495 ₹1,50,727.5 Lowest |
| 7.00 | M&L Bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with mechanical paver, mixed at hot mix plant transported to site in tipper,chipping mixed with 5.5% of paving binder (VG-30) viscosity grade incorporating waste @8% by weight of bitumen using dry process in accordence with IRC SP:98-2013, rolled to uniform smooth surface with 8 to 12 tonne power roller and compacted to required camber and gradient complete all as specified and directed by Engr-in-Charge. | 330 | X Sqm | 7,200 ₹23,76,000 Lowest | 9,558 ₹31,54,140 | 8,000 ₹26,40,000 | 8,650 ₹28,54,500 |
| 8.00 | M & L for premix bituminuos macadam (consolidated thickness not more than 75mm )with 4% binder content of paving bitumen of grade (VG -30) by weight of total mix laid and rolled with 8-12 tonne power roller to required gradient and camber up to the outer edges of roads on existing black top surfaces complete all as specified and directed by Engr-in-Charge.:-
Note :- Cost of testing charges, materials and transportation etc for job Mix formulla shall be inclussive in the unit rate and no extra payment shall be admissible on this account. Mix shall be obtain from hot mix plant and spreading shall be done by using mechanical paver only. | 82.5 | Cum | 16,200 ₹13,36,500 | 18,799 ₹15,50,917.5 | 14,000 ₹11,55,000 Lowest | 17,200 ₹14,19,000 |
| 9.00 | M&L for preparation of road surfaces and applying termoplastic reflective paint in marking of minimunm 2.5mm thick as in centre line and edge line road marking in white/yellow (colour approved by AGE/GE) colour & shade of 150/100mm width using 'HOT MARK' termoplastic modern propelled road marking machine incl all ingredients such binder, glass beads, titanium dioxide, calcium carbonate inter fillers termoplastic requirement for glass beads shall be as per table No. 800.4 of MOST specification incl spraying glass beads etc all as per manufacturers instructions complete all as specified and directed by Engr-in-Charge. | 25 | Sqm | 820 ₹20,500 | 1,099 ₹27,475 | 800 ₹20,000 | 795 ₹19,875 Lowest |
| 10.00 | Supply and fix in repairs poly corbonate convex Mirror Out door type 1000/1200 dia made out of fibre along with bracket, Pole mounted and fixed to MS pipe embaded in PCC including necessary earth work required for post holes complete all as specified and directed by Engr-in-Charge. | 3 | Each | 9,000 ₹27,000 | 9,938 ₹29,814 | 8,000 ₹24,000 | 7,500 ₹22,500 Lowest |
Tender Value
₹43.8 L
EMD Value
₹88,000
Closing Date
17 Aug 2026, 6:00 pmClosed
Shri M S Bansode IDSE CWE
Commander Works Engineers No. 2, Brichgunj, Sri Vijaya Puram - 744 103
Special Repair to road at Military Land Prothrapur at AF Stn under GE Brichgunj, Sri Vijaya Puram
2026_MES_780189_1
80425R
Open Tender
Civil Works
Item Rate
270 days
Sri Vijaya Puram
Class D Category a v
9 documents required · 9 mandatory
₹500
Garrison Engineer Brichgunj
₹88,000
Yes
17 Sept 2026
22 Jul 2026
19 Aug 2026
22 Jul 2026
17 Aug 2026
29 Jul 2026
22 Jul 2026 - 25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc. 400 Sqm and exc 50mm and n. exc 100mm deep complete all as specified and directed by Engr-in-Charge. | 25.5 | X Sqm | - | - |
| 2 | Rolling and consolidating formation surface in cutting using power roller of capacity exc 8 tonne and n exc 12 tonne complete all as specified and directed by Engr-in-Charge. | 25.5 | X Sqm | - | - |
| 3 | M&L for 7.5cm thick (compacted thickness) WBM with stone aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) spread rolled and consolidated to gradient and camber required complete all as specified and directed by Engr-in-Charge. Type of stone to be incorporated is lime stone, sand stone, flint or quartzite stone. | 21.5 | X Sqm | - | - |
| 4 | All as per item No 03 here-in-after but except stone aggregate. | 4 | X Sqm | - | - |
| 5 | Preparing surfaces by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc on new WBM surfaces and applying evenly a priming/tack coat with bituminious primer (VG-10) @ 10 Kg/10 Sqm with paving bitumen complete all as specified and directed by Engr-in-Charge. | 25.5 | X Sqm | - | - |
| 6 | M&L preparing surfaces by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all lose dirt etc on black top surfaces and applying evenly a priming/tack coat with bituminous primer (VG -10) @ 5 Kg/10 Sqm with paving bitumen complete all as specified and directed by Engr-in-Charge. | 304.5 | X Sqm | - | - |
| 7 | M&L Bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with mechanical paver, mixed at hot mix plant transported to site in tipper,chipping mixed with 5.5% of paving binder (VG-30) viscosity grade incorporating waste @8% by weight of bitumen using dry process in accordence with IRC SP:98-2013, rolled to uniform smooth surface with 8 to 12 tonne power roller and compacted to required camber and gradient complete all as specified and directed by Engr-in-Charge. | 330 | X Sqm | - | - |
| 8 | M & L for premix bituminuos macadam (consolidated thickness not more than 75mm )with 4% binder content of paving bitumen of grade (VG -30) by weight of total mix laid and rolled with 8-12 tonne power roller to required gradient and camber up to the outer edges of roads on existing black top surfaces complete all as specified and directed by Engr-in-Charge.:-
Note :- Cost of testing charges, materials and transportation etc for job Mix formulla shall be inclussive in the unit rate and no extra payment shall be admissible on this account. Mix shall be obtain from hot mix plant and spreading shall be done by using mechanical paver only. | 82.5 | Cum | - | - |
| 9 | M&L for preparation of road surfaces and applying termoplastic reflective paint in marking of minimunm 2.5mm thick as in centre line and edge line road marking in white/yellow (colour approved by AGE/GE) colour & shade of 150/100mm width using 'HOT MARK' termoplastic modern propelled road marking machine incl all ingredients such binder, glass beads, titanium dioxide, calcium carbonate inter fillers termoplastic requirement for glass beads shall be as per table No. 800.4 of MOST specification incl spraying glass beads etc all as per manufacturers instructions complete all as specified and directed by Engr-in-Charge. | 25 | Sqm | - | - |
| 10 | Supply and fix in repairs poly corbonate convex Mirror Out door type 1000/1200 dia made out of fibre along with bracket, Pole mounted and fixed to MS pipe embaded in PCC including necessary earth work required for post holes complete all as specified and directed by Engr-in-Charge. | 3 | Each | - | - |
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