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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.7 LAccepted-AOC OPP MARUTI SERVICE CENTRE SARACHARMA POST SRI VIJAYA PURAM 744 105 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹42.7 L Quoted ₹42.9 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹44.1 LRejected-Finance | ₹44.1 L | L2 | Rejected-Finance Not Being L1 |
| 3 | L3₹45.0 LRejected-Finance | ₹45.0 L | L3 | Rejected-Finance Not Being L1 |
| 4 | L4₹46.6 LRejected-Finance | ₹46.6 L | L4 | Rejected-Finance Not Being L1 |
| 5 | L5₹46.9 LRejected-Finance | ₹46.9 L | L5 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | M/s K Moorthi L2 | M/s Prem Enterprise L5 | CARTWHEEL CONSTRUCTION L6 | JD Construction L7 | ABR Construction L3 | Nirman Construction Company L4 | M/s Ramesh Lal L1 | SKV Engineering L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in Hard Dense soil, etc completed all as specified and directed. | 450 | Cum | 400 ₹1.8 L | 475 ₹2.1 L | 350 ₹1.6 L | 415 ₹1.9 L | 420 ₹1.9 L | 500 ₹2.3 L | 400 ₹1.8 L | 420 ₹1.9 L |
| 2.00 | Returning, filling in soil incl levelling watering and well ramming in layers n.exc .25cm in fdn trenches etc completed all as specified and directed. | 57.17 | Cum | 350 ₹20,009.50 | 200 ₹11,434 | 329 ₹18,808.93 | 315 ₹18,008.55 | 210 ₹12,005.70 | 215 ₹12,291.55 | 200 ₹11,434 | 295 ₹16,865.15 |
| 3.00 | Removing excavated soil to a dist n.exc 50m and depositing where directed at a level n.exc.1.50m etc completed all as specified and directed. | 437.83 | Cum | 248 ₹1.1 L | 265 ₹1.2 L | 284 ₹1.2 L | 270 ₹1.2 L | 252 ₹1.1 L | 258 ₹1.1 L | 240 ₹1.1 L | 270 ₹1.2 L |
| 4.00 | M&L for broken stone or boulders hard core of gauge exc. 63 mm but not exc. 100 mm, deposited, spread and levelled in layers of not exc.15 cm thick, watered and rolled rammed to a true surface etc completed all as specified and directed. | 3 | Cum | 3,622 ₹10,866 | 3,741 ₹11,223 | 4,622 ₹13,866 | 3,500 ₹10,500 | 3,950 ₹11,850 | 3,550 ₹10,650 | 3,500 ₹10,500 | 3,804 ₹11,412 |
| 5.00 | M&L PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc completed all as specified and directed by Engineer-in-Charge. | 64.38 | Cum | 8,797 ₹5.7 L | 9,085 ₹5.8 L | 10,584 ₹6.8 L | 9,500 ₹6.1 L | 8,900 ₹5.7 L | 9,350 ₹6.0 L | 8,500 ₹5.5 L | 9,239 ₹5.9 L |
| 6.00 | M&L for cement concrete (1:2:4) Type B-2 (using 20mm graded stone aggregate) as in surface channels or drain etc completed all as specified and directed. | 9.9 | Cum | 12,419 ₹1.2 L | 12,900 ₹1.3 L | 13,735 ₹1.4 L | 15,000 ₹1.5 L | 12,605 ₹1.2 L | 12,923 ₹1.3 L | 12,000 ₹1.2 L | 12,500 ₹1.2 L |
| 7.00 | M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) as in coping etc including necessary formwork completed all as specified and directed. | 6.6 | Cum | 11,500 ₹75,900 | 11,222 ₹74,065.20 | 13,570 ₹89,562 | 11,916 ₹78,645.60 | 11,000 ₹72,600 | 11,000 ₹72,600 | 10,500 ₹69,300 | 11,412 ₹75,319.20 |
| 8.00 | M&L precast cement concrete block masonry exc. 10 cm width with solid block C1 (1:3:6) (using 20 mm graded stone aggregate) and setting in cement mortar (1:6) etc completed all as specified and directed. | 152 | Cum | 13,500 ₹20.5 L | 14,429 ₹21.9 L | 13,500 ₹20.5 L | 14,500 ₹22.0 L | 14,181 ₹21.6 L | 14,500 ₹22.0 L | 13,500 ₹20.5 L | 14,673 ₹22.3 L |
| 9.00 | M&L for providing precast reinforced cement concrete cover slabs for drain in PCC 1:2:4 type B1( using 20mm graded stone aggregate) set in cement mortar 1:4 etc completed all as specified and directed. | 26.4 | Cum | 14,500 ₹3.8 L | 14,963 ₹4.0 L | 12,000 ₹3.2 L | 15,000 ₹4.0 L | 13,999 ₹3.7 L | 15,077 ₹4.0 L | 14,000 ₹3.7 L | 15,800 ₹4.2 L |
| 10.00 | Forming fair finished drain using extra cement etc completed all as specified and directed. | 165 | RM | 310 ₹51,150 | 321 ₹52,965 | 410 ₹67,650 | 340 ₹56,100 | 345 ₹56,925 | 330 ₹54,450 | 300 ₹49,500 | 326 ₹53,790 |
Tender Value
₹43.5 L
EMD Value
₹87,500
Closing Date
24 Feb 2026, 6:00 pmClosed
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
PROVISION OF AREA DRAINAGE AND REFUSE BIN NEAR OF BLDG NO P 40 AT VIJAY BAUGH UNDER GE HADDO SRI VIJAYA PURAM
2026_MES_751156_1
8231/E8
Open Tender
Civil Works
180 days
GE Haddo Sri Vijaya Puram
As per NIT and Tender Documents
9 documents required · 9 mandatory
₹500
GE Haddo
₹87,500
Yes
25 Apr 2026
3 Feb 2026
3 Mar 2026
3 Feb 2026
24 Feb 2026
17 Feb 2026
4 Feb 2026 - 9 Feb 2026
Excavating over areas, n exc 1.5 m deep and getting out in Hard Dense soil, etc completed all as specified and directed.
Returning, filling in soil incl levelling watering and well ramming in layers n.exc .25cm in fdn trenches etc completed all as specified and directed.
Removing excavated soil to a dist n.exc 50m and depositing where directed at a level n.exc.1.50m etc completed all as specified and directed.
M&L for broken stone or boulders hard core of gauge exc. 63 mm but not exc. 100 mm, deposited, spread and levelled in layers of not exc.15 cm thick, watered and rolled rammed to a true surface etc completed all as specified and directed.
M&L PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc completed all as specified and directed by Engineer-in-Charge.
M&L for cement concrete (1:2:4) Type B-2 (using 20mm graded stone aggregate) as in surface channels or drain etc completed all as specified and directed.
M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) as in coping etc including necessary formwork completed all as specified and directed.
M&L precast cement concrete block masonry exc. 10 cm width with solid block C1 (1:3:6) (using 20 mm graded stone aggregate) and setting in cement mortar (1:6) etc completed all as specified and directed.
M&L for providing precast reinforced cement concrete cover slabs for drain in PCC 1:2:4 type B1( using 20mm graded stone aggregate) set in cement mortar 1:4 etc completed all as specified and directed.
Forming fair finished drain using extra cement etc completed all as specified and directed.
Supply only Liquid water proofing compound etc completed all as specified and directed.
S&F 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; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 etc completed all as specified and directed by Engineer-in-Charge.
M&L for mild steel ornamental work as in intricate design gate, fabricated out of M S rolled sections, tubes, square, plain and twisted bars, hand made aldrop bolts, tower bolts and hinges to suit the design including fixing the gate with MS frame work all as directed and conforming to Fe-290.Gde-E-165 etc completed all as specified and directed.
M&L for mild steel 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 for securing with clips quality conforming to deformed or twisted bars etc completed all as specified and directed.
M&L PCC (1:4:8) type D2 using 40mm graded stone aggregate as in 100mm thick as in sub base etc completed all as specified and directed by Engineer-in-Charge.
M&L PCC (1:2:4) type B1 using 20mm graded stone aggregate as in 25mm thick as in sub base etc completed all as specified and directed by Engineer-in-Charge.
M&L for chequered cement concrete coloured tiles of size 300 x 300 x 20 mm thick , set jointed with grey cement and no pigment and pointed in neat cement slurry including 20 mm thick screed bed of CM(1:6) in floors etc completed all as specified and directed.
M&L for rendering 10mm thickness cm 1:6 for finishing the surface even and smooth w/o using extra cement etc completed all as specified and directed.
M&L for rendering 15 mm thick cement plaster in CM 1:4 with WPC on fair faces of brick work or concrete surfaces at any height with neccesary scafoldings, finished even smooth without using extra cement etc completed all as specified and directed.
M&L for preparation of newly plastered wall surfaces and applying two coat of oil bound distemper over one coat of primer including levelling the surface which undulation found with cement putty etc completed all as specified and directed.
M&L for preparation on newly plastered external wall surface and applying Two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10sqm over treated surfaces etc completed all as specified and directed.
M&L for two coats of synthetic enamel paint over a coat of Red oxide primer including preparation of new steel/iron surface of any description over 10 cm in width or girth etc completed all as specified and directed.
M & L for 40 mm dia High density polyethylene pipes (HDPE) of pressure rating 6 kgf/Sqcm fixed complete to walls, ceilings or in floors etc completed all as specified and directed.
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