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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.3 LAccepted-AOC 183 MG ROAD JUNGLIGHAT PORT BLAIR 744103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN NICOBAR ISLANDS | 744103 | ₹46.3 L Quoted ₹46.5 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹47.5 LRejected-Finance OPP MARUTI SERVICE CENTRE SARACHARMA POST SRI VIJAYA PURAM 744 105 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹47.5 L | L2 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 3 | L3₹48.3 LRejected-Finance GURUDWARA LANE PORT BLAIR 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹48.3 L | L3 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 4 | L4₹48.7 LRejected-Finance NEAR OLD CCS JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹48.7 L | L4 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 5 | L5₹49.1 LRejected-Finance ATR MAIN ROAD GARACHARMA II OPP MAHINDRA JADWET SHOWROOM SRI VIJAYA PURAM 744105 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹49.1 L | L5 | Rejected-Finance NOT BEING LOWEST BIDDER |
| Rank | Bidder | Total Amount |
|---|---|---|
| L5 | RPG AND COMPANY Bid ID 3495890 | ₹49,10,946.88 |
| L6 | M/s Gurunath Construction Bid ID 3495918 | ₹50,02,412.6 |
| L3 | B S Grewal Bid ID 3496032 | ₹48,29,936.25 |
| L7 | Sri Ram Construction Bid ID 3496136 | ₹51,01,083.35 |
| L1 | Hindustan Traders Bid ID 3496051 | ₹46,49,361 |
| L4 | SKV Engineering Bid ID 3495974 | ₹48,68,557.15 |
| L8 | Nirman Construction Company Bid ID 3496187 | ₹51,77,102.6 |
| L2 | M/s Ramesh Lal Bid ID 3496058 | ₹47,54,712.75 |
| Sl No | Description | Qty | Unit | RPG AND COMPANY L5 | M/s Gurunath Construction L6 | B S Grewal L3 | Sri Ram Construction L7 | Hindustan Traders L1 | SKV Engineering L4 | Nirman Construction Company L8 | M/s Ramesh Lal L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified | 115 | Cum | 330 ₹37,950 | 340 ₹39,100 | 325 ₹37,375 | 345 ₹39,675 | 300 ₹34,500 | 350 ₹40,250 | 355 ₹40,825 | 315 ₹36,225 |
| 2.00 | Excavation over areas exc 1.5 m and not exc 3.0 m deep and getting out in Hard/dense soil complete all as specified | 105 | Cum | 365 ₹38,325 | 370 ₹38,850 | 370 ₹38,850 | 380 ₹39,900 | 350 ₹36,750 | 385 ₹40,425 | 385 ₹40,425 | 360 ₹37,800 |
| 3.00 | Excavation over areas 3.0 m and not exc 4.5 m deep and getting out in Hard/dense soil complete all as specified | 85 | Cum | 490 ₹41,650 | 500 ₹42,500 | 475 ₹40,375 | 510 ₹43,350 | 450 ₹38,250 | 485 ₹41,225 | 490 ₹41,650 | 460 ₹39,100 |
| 4.00 | Excavation in trenches m exc 1.5m wide and n exc 1.5 m in depth, for foundation, etc for shafts, well, cesspits, manholes, pier holes, drains, etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out of soil in Hard/dense soil complete all as specified and as directed. | 4.05 | Cum | 800 ₹3,240 | 810 ₹3,280.5 | 700 ₹2,835 | 820 ₹3,321 | 600 ₹2,430 | 750 ₹3,037.5 | 800 ₹3,240 | 625 ₹2,531.25 |
| 5.00 | M & L for cement concrete 1:4:8 type D2 ( using 40 mm graded stone aggregate) as in foundation, filling mass concrete complete all as specified and as directed. | 8.5 | Cum | 11,500 ₹97,750 | 11,600 ₹98,600 | 11,000 ₹93,500 | 11,700 ₹99,450 | 10,500 ₹89,250 | 11,250 ₹95,625 | 11,500 ₹97,750 | 10,750 ₹91,375 |
| 6.00 | M&L for precast cement concrete solid block masonry with solid blocks using PCC 1:3:6, type C1 (using 20mm graded stone aggregate), exc. 10cm in width, set in CM 1:4 all as specified and as directed. | 84.5 | Cum | 12,850 ₹10,85,825 | 13,000 ₹10,98,500 | 12,650 ₹10,68,925 | 13,100 ₹11,06,950 | 12,500 ₹10,56,250 | 12,750 ₹10,77,375 | 13,200 ₹11,15,400 | 12,700 ₹10,73,150 |
| 7.00 | M&L RCC M-30 (design mix) using 20 mm graded stone aggregate as in foundations, including rafts, footing foundation beams, plinth beam, base for column, etc basement slab under ream piles and mass concrete complete all as specified and directed. | 15.5 | Cum | 14,000 ₹2,17,000 | 14,600 ₹2,26,300 | 13,600 ₹2,10,800 | 14,350 ₹2,22,425 | 13,500 ₹2,09,250 | 13,750 ₹2,13,125 | 14,400 ₹2,23,200 | 13,650 ₹2,11,575 |
| 8.00 | M&L RCC M-30 (design mix)using 20 mm graded stone aggregate in slabs supported on walls, beams & columns complete all as specified and directed. | 5.5 | Cum | 14,200 ₹78,100 | 14,600 ₹80,300 | 14,500 ₹79,750 | 14,400 ₹79,200 | 14,000 ₹77,000 | 14,650 ₹80,575 | 14,500 ₹79,750 | 14,250 ₹78,375 |
| 9.00 | M&L RCC M-30 (design mix)using 20 mm graded stone aggregate as in beams , cantilevers bressummers , lintel over 1.5 m span etc. complete all as specified and directed. | 1 | Cum | 14,300 ₹14,300 | 14,400 ₹14,400 | 14,450 ₹14,450 | 14,450 ₹14,450 | 14,000 ₹14,000 | 14,500 ₹14,500 | 14,500 ₹14,500 | 14,250 ₹14,250 |
| 10.00 | M&L for providing precast RCC (1:2:4) type B1 using 20mm graded stone aggregate as in cover slab for manholes, septic tank and similar work set in CM (1:6) all as specified incl necessary form work and placed in position all as directed | 0.5 | Cum | 14,400 ₹7,200 | 14,500 ₹7,250 | 14,450 ₹7,225 | 14,600 ₹7,300 | 14,000 ₹7,000 | 14,600 ₹7,300 | 14,700 ₹7,350 | 14,250 ₹7,125 |
Updated dates
Tender Value
₹46.4 L
EMD Value
₹92,800
Closing Date
12 Dec 2025, 6:00 pmClosed
GE Brichgunj Sri Vijaya Puram
GE Brichgunj Sri Vijaya Puram-744103
PROVN OF 200 USERS SEPTIC TANK AND SOAK PIT NEAR BLDG NO P-788 AT 154 INF BN (TA) BIHAR, BRICHGUNJ MIL STN, SRI VIJAYA PURAM AND OTHER SANCTIONED WORKS
2025_MES_740318_1
8706A
Open Tender
Civil Works
180 days
GE Brichgunj Sri Vijaya Puram
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE Brichgunj Sri Vijaya Puram
₹92,800
Yes
25 Feb 2026
18 Nov 2025
15 Dec 2025
18 Nov 2025
12 Dec 2025
4 Dec 2025
Amount
Excavation over areas n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified
Excavation over areas exc 1.5 m and not exc 3.0 m deep and getting out in Hard/dense soil complete all as specified
Excavation over areas 3.0 m and not exc 4.5 m deep and getting out in Hard/dense soil complete all as specified
Excavation in trenches m exc 1.5m wide and n exc 1.5 m in depth, for foundation, etc for shafts, well, cesspits, manholes, pier holes, drains, etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out of soil in Hard/dense soil complete all as specified and as directed.
M & L for cement concrete 1:4:8 type D2 ( using 40 mm graded stone aggregate) as in foundation, filling mass concrete complete all as specified and as directed.
M&L for precast cement concrete solid block masonry with solid blocks using PCC 1:3:6, type C1 (using 20mm graded stone aggregate), exc. 10cm in width, set in CM 1:4 all as specified and as directed.
M&L RCC M-30 (design mix) using 20 mm graded stone aggregate as in foundations, including rafts, footing foundation beams, plinth beam, base for column, etc basement slab under ream piles and mass concrete complete all as specified and directed.
M&L RCC M-30 (design mix)using 20 mm graded stone aggregate in slabs supported on walls, beams & columns complete all as specified and directed.
M&L RCC M-30 (design mix)using 20 mm graded stone aggregate as in beams , cantilevers bressummers , lintel over 1.5 m span etc. complete all as specified and directed.
M&L for providing precast RCC (1:2:4) type B1 using 20mm graded stone aggregate as in cover slab for manholes, septic tank and similar work set in CM (1:6) all as specified incl necessary form work and placed in position all as directed
M&L for use and removal of steel form work to sides and soffits of floor or roof beams, beam haunchings,girders, bressummers,lintels, cantilevers, shelves including supports,overhangs,etc. also splays between floors and beams, for fair finished surfaces etc. complete all as specified and directed
M&L for use and removal of steel form work to sides of concrete foundation , footing, base of coulmn , raft, raft beam sides and soffits of foundation and plinth beam for rough finished surfaces of concrete complete all as specified and directed
M&L for use and removal of steel form work to fair finished soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed.
M&L TMT mild steel 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 theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to complete all as specified and directed
M&L TMT mild steel bars 6 to 8mm dia ,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to complete all as specified and directed
A per item No 15 as above item but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed
M&L for providing precast RCC (1:2:4) type B1 using 20mm graded stone aggregate as in cover slab for manholes, septic tank and similar work set in CM (1:6) all as specified incl necessary form work and placed in position all as directed
Materials and labour for rendering 10 mm thick using cement sand mortar 1:4 mixed with water proofing compound ( As per manufacturers instructions) fair faces of concrete block masonery or concrete surfaces and finished even and fair without using extra cement, complete all as specified and as directed. (Note:- water proofing compound will be measured and paid separately)
Materials and labour for Screed bed 10mm thick in CM 1:3 mixed with water proofing compound ( As per manufacturers instructions) complete all as specified and as directed. (Note:- water proofing compound will be measured and paid separately)
Supply only water proofing compound
M& L for Loose filling with broken stone/boulders aggregates of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specifed and as directed.
S&F 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specifed and as directed.
S&F PVC (SWR) bends any radius 110mm dia complete all as specifed and as directed.
S&F PVC (SWR) vent cowl 110mm dia complete all as specifed and as directed.
S&F Return filling in Hard/dense soil and back filling including spreading, levelling, watering and well ramming in layers n.exc. 25cm complete all as specified and directed
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at level n.exc 1.50 m above the starting point complete all as specified and directed.
S&F MS work as in frames and similar articles conforming to Fe-290 Gde E-165 ® complete all as specified and directed.
S&F MS bars as in rungs complete all as specified and directed.
Demolition of PCC Block walling built in CM 1:6 complete all as specified and as directed
Demolition of cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation and getting out in soft / Loose soil.
Excavation over areas n.exc. 1.5m deep and getting out in soft/loose soil.
M&L for Cement concrete in foundation of drains concrete type D-2 1:4:8 using 40mm graded aggregate.
M&L precast cement concrete block masonry with PCC solid blocks in 1:3:6 type C1 using 20mm graded stone aggregates, exc. 10cm in width and set in CM 1:6 complete all as specified and directed.
M & L for rendering 15 mm thick in cement mortar (1:6) on fair faces of brick work and finished the surface fair and even complete as specified and directed
M&L PCC 1:3:6 type C-2 (using 40mm graded agg) as in Copings.
M&L PCC 1:3:6 type C-2 (using 40mm graded agg) as in surface channels and drains.
Extra for forming fair finished surfaces of drain 30 cm inner grith in cement concrete using extra cement including forms mouldy mittered/ stopped ends.
M&L for Concrete bed to drain pipes including packing under, and completely surrounding pipes with concrete after they are laid and tested in cement conrete 1:3:6 type C-2 around 450mm dia complete.
S & F 450mm dia reinforced concrete pipes, class NP2, laid if floors and jointed complete with collars all as specified and as directed.
Returning, filling in any type of soil , including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
Removing excavated material of any type of soil exc. 50 m and depositing where directed at a level nexc 1.5m above the starting point.
M&L for 75mm thick cement concrete type D2, 1:4:8 (using 40mm graded stone aggregate) in sub base of flooring/hard standing,Path way all as specified and as directed.
M&L for 40mm thick cement concrete type B1, 1:2:4 (using 20mm graded stone aggregate) in sub base of flooring/hard standing,Path way all as specified and as directed.
M&L in repairs Chequerred cement concrete tiles 300x300x25mm thick size set, jointed and pointed in neat cement slurry incl 15mm thick in CM 1:6 bedding layer of mortar all as specified and as directed.
Providing and laying in repairs 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; all as specified and as directed.
M&L for two coats of weather proof exterior acrylic emulsion paint with anti fungal property on newly plastered wall surfaces over a coat of primer including preparation of surface etc complete all as specified and directed.
Demolition of reinforcement cement concrete of any description including removal of all demolished material form site complete all as specified and as directed.
Pre-cast RCC slabs for covers over drains using Reinforced Cement concrete 1:2:4, type B1 (20 mm graded aggregate) set in cement mortar 1:4 all as specified and as directed.
S&F Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre with and including hangers 6 mm dia. G.I. (upto1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long etc complete all as specified
S&F 10mm PVC insulation panels with EPS stuck to 1mm printed PVC sheet suitably placed in false ceiling grid made of Aluminium/G.I./M.S. as per specification and drawing etc complete all as specified and as directed.
M&L for preparation of old plastered surfaces of walls and applying one coat of oil bound distemper including filling of nails holes if any and applying putty where required to level undulation to make uniform surface complete all as specificed and as per directed.
M&L Point wiring complete with 1.5 sqmm single core FRLS PVC insulated and unsheathed cable 1100 volts grade with multistranded copper conductor drawn through and including PVC casing and caping and all accessories fixed to walls / roofs / floors / ceiling etc. and including provision of 1.5 sqmm copper cable green in colour as earth continuity conductor and connected to common earth dolly, including fabricated steel terminal box made out of 1.60mm thick MS sheet concealed in walls, with 3mm thick laminated sheet top cover for housing the switches, socket outlets, etc., all as specified and as directed for one light point controlled by one one way switch.
All as per item No. 53 here - in - before but for one fan point complete all as specified and as directed.
All as per item No. 53 here - in - before but for 5 Amps switch socket point on the same board.
All as per item No. 53 here - in - before but for 3 pin switch socket outlet point 5 amps on independent board complete all as specified and as directed.
All as per item No 53 here-in-before but for 3 pin 15 Amps switch socket combination on independent board with 4 sq mm copper cable and provision of 4 sq mm FRLS PVC insulated stranded copper conductor cable for earth continuity conductor connected to common earth dolly connecting upto fittings complete all as specified and as directed.
Supply and fix switch piano flush button single pole oneway 5 amp complete all as specified and as directed.
Supply and fix switch socket combination 3 & 2 pin (multi pin) 5 amp flush type complete all as specified and as directed.
Supply and fix switch socket outlet multipurpose 3 pin 15 and 5 amp controlled by one switch, flush type complete all as specified and as directed.
Supply and fix ceiling rose surface bakelite 65x50mm 3 terminal complete all as specified and as directed.
Supply and fix fan speed regulator, electronic suitable socket type for single phase AC, 240 volts, 50 Hz,100 watts, complete all as specified and as directed by Engineer-in-Charge
Supply and fixing in replacement aluminium housing LED batten 20 watt fitting 4ft in length nano diffuser technology to ensure minimum loss in light transmitted, long life of over 30000 hours including lamp and connecting with twin core shethed cable from fitting to ceiling rose all as specified and as diected.
S & F in replacement of 36 W ceiling recessed light of size (2x2 ft) having high efficiency long life LED chips with luminous efficacy of > 100 lumen/W, independent isolated SMPS based constant current electronic LED driver with THD < 20%, surge voltage protection and other safety tests as per IS: 15885 (Part-2/Sec-13): 2012, polycarbonate diffuser, housed in powder coated white extruded aluminium channel housing and white coloured ABS end caps having input voltage 220- 240 V, input frequency 50- 60 Hz, PF > 0.95, including electrical connection with 3 core flexible Cu conductor cable of appropriate size from ceiling rose to the fixture complete all as specified and directed.
S&F in replacement 36 W New genration energy saving & envoirmental friendly long life versatile pressure dia cast aluminium IP65 road way luminaire with high power LEDs as light and electronic driver complete with necessary brackets (made out of 25 mm bore GI light grade pipe approx. 0.6 M long) nuts, bolts etc to be fixed as on walls complete as directed.
Taking down old unserviceable ceiling fan 1200 mm sweep by disconnecting the electric power supply, unscrewing the bolts and nuts, removing the blades and transporting to workshop to undertake repairs by rewinding of burnt out winding using suitable gauge copper wire, replalcement of worn out capacitor 2.5 mfd - 01 No., PVC canopy - 02 No and bearing including scrapping of old paint and applying two coats of synthetic enamelled white paint over a coat of red oxide primer complete and refixing back at site with new clamps, nuts, washers, safety wire of size not less than 1.00mm & bolts including cotter pin for complete all as directed.
Supply and fix metal enclosure distribution board SPN, 8 way 240 volts, with 200 amps rated bus bar, with IP 42 protection and double door, suitable for mounting MCBs, including taking down old MCB/DB.
Supply and fix MCB single pole 240 volts, 6 to 32 amps "B" series complete all as specified and as directed by Engineer-in-Charge
Supply and fix single pole and netural 240 Volts 6 To 32 amps complete all as specified and as directed by Engineer-in-Charge
M/s Ramesh Lal (BID ID -3496058)
B S Grewal (BID ID -3496032)
SKV Engineering (BID ID -3495974)
RPG AND COMPANY (BID ID -3495890)
M/s Gurunath Construction (BID ID -3495918)
Sri Ram Construction (BID ID -3496136)
Nirman Construction Company (BID ID -3496187)
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