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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 LAccepted-AOC SHOP NO 6 BENGALI CLUB MIDDLE POINT SRI VIJAYA PURAM 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹22.4 L+₹27,224 (1.23%)Rejected-AOC | L2 | Rejected-AOC other than lowest | |
| 3 | L3₹27.3 L+₹5.1 L (23.0%)Rejected-AOC OPP CCS GARACHARMA PORT BLAIR 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L3 | Rejected-AOC other than lowest | |
| 4 | L4₹27.8 L+₹5.7 L (25.7%)Rejected-AOC | L4 | Rejected-AOC other than lowest | |
| 5 | L5₹28.4 L+₹6.3 L (28.3%)Rejected-AOC | L5 | Rejected-AOC other than lowest |
Tender Value
Refer Docs
EMD Value
₹46,000
Closing Date
10 Sept 2022, 6:00 pmClosed
GE Brichgunj
GE Brichgunj
PROVISION OF UNDERGROUND WATER STORAGE SUMP WITH COVER NEAR BLDG ,NO P-33 IN INF BN NO. 1 , BRICHGUNJ MIL STN ,PORT BLAIR.
2022_MES_547103_1
8274A
Open Tender
Civil Works
Item Rate
120 days
Brichgunj
Class E cat a i
9 documents required · 9 mandatory
₹500
GE Brichgunj
₹46,000
Yes
26 Sept 2022
23 Aug 2022
12 Sept 2022
23 Aug 2022
10 Sept 2022
5 Sept 2022
23 Aug 2022 - 4 Sept 2022
Amount
Excavation over areas, not exceeding 1.5m deep and getting out in hard/dense soil complete all as specified and directed.
Excavation over area, exceeding 1.5m but not exceeding 3m deep and getting out in hard/dense soil complete all as specified and directed.
Excavation over areas, exceeding 3m but not exceeding 4.5m deep and getting out in hard/dense soil complete all as specified and directed.
M&L for Cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed.
Material & Labour for Polythene film, 150 micron thick, laid on a coat of bitumen primer, @ 0.30 to 0.50kg per sq.m complete all as specified and directed.
Material & Labour for RCC M30 grade concrete (Design Mix -using 20mm graded stone aggregate) as 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 directed.
Material & Labour for RCC M30 grade concrete (Design Mix -using 20mm graded stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.
Material & Labour for RCC M30 grade concrete (Design Mix -using 20mm graded stone aggregate) as Domes, vaults, shell roofs, arch ribs and folded plates complete all as specified and directed.
S&F Mild steel TMT bars 10mm dia and over as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.
Use & waste of Form work to sides of concrete foundations, footings, bases of columns, sides & soffits of foundation and plinth beams and similar work for fair finished flat surfaces of concrete complete all as specified and directed.
Use & waste of Form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar works including attached pilasters, buttresses, etc for fair finished flat surfaces of concrete complete all as specified and directed.
Use and waste of Formwork to sides and soffits of domes, vaults, shell roofs and arch ribs complete all as specified and directed.
Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed.
Removing excavated soil to a distance not exceeding 50m and depositing where directed. at a level not exceeding 1.5m above the starting point complete all as specified and directed.
M&L for internal rendering 20mm thick in cement mortar 1: 4 using water proofing compound 2% by wt of cement on faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed.
Material and labour for external rendering 5mm thick in cement mortar 1:4 using water proofing compound 2% by wt of cement over 10mm thick cement mortar 1:6 on fair faces of brick work or concrete surface complete all as specified and directed.
M&L for aluminium works as in Stairs (framed) including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, etc. complete all as specified and directed.
Preparation of new or previously untreated steel surfaces & applying a two coats of synthetic enamel paint over a coat of red oxide primer over 10cm in width or girth,not otherwise described complete all as specified and directed.
S&F mild steel plates (plain or chequered) conforming to Fe 410-W (Gde E-250) quality –A, channels, squared cut or notched (ordinary or countersunk), forming holes, without any attachments welded to frame/truss complete all as specified and directed.
Supply and fix Water bar complete all as specified and directed.
M&L for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed.
Material & labour for 150mm thick Cement concrete type B- 2, 1:2:4 (40mm graded stone aggregate) as in plinth protection complete all as specified and directed.
Materials and labour for 100mm thick Plain cement concrete (1:3:6) type C2 using 40mm graded stone aggregate as in plinth protection, pavings, laid in panels and finishing fair and even, including necessary form work complete all as specified and as directed.
M & L Chequered cement concrete tiles, with grey cement and pigment 30cm x30cm x20mm thick set, jointed and pointed in neat cement slurrry in floors including 15mm thick screed bed in Cm 1:4 complete all as specified and as directed.
Supply, lay in trenches, connect joint, testand commission of 100mm dia bore Ductile Iron Pressure pipes, centrifugally cast (spun), Class "K-9" with socket and spigot ends conforming to IS-8329 in standard lenghths suitable for Push- On Rubber gasket jointing with inside morter lining and black bitumen external coating complete all as specified and as directed
S& F in steel water tubing medium grade (ISI marked) galvanised with all fittings and fixed to walls or laid on floor or in ceilings of size 40 mm bore pipe complete all as specified and as directed
M&L for cutting the existing water main 100mm dia DI pipe and insert 'T' ferrule for taking branch connection size 100 mm including all materials as required and excavation, earth work complete all as specified and as directed.
All as per item No 27 above but of size 40 mm dia
S & F Gun metal gate valve with iron wheel head screwed both ends of size 40 mm all as specified and as directed
Supplying, fixing and testing of Cast Iron, heavy duty, Specials of any size, radius and length confirming to IS - 1538 Part - I to XXIII: 1976 such as bends [any type, radius and angle], tapers any type [straight, bend, increasing, decreasing or double socket etc], sockets, tail pieces, connecting pieces, tee pieces, single branch, "Y" junction, double branch, cross, [all sockets or socket and spigot or Flanged], collars, caps and plugs, ( required for shape as per site )adopters etc suitable for CI / DI Spigot and Socket or Flanged pressure pipes up to 150mm dia complete all as specified and as directed
Supply, fix, install and testing of high speed Monobloc pump set having capacity of 5 HP suitable for 415V, 3 phase, 23.5 Head, discharge 10 LPS including necessary foundation as per manufacturer recommendations with suitable rated DOL Starter complete all as specified and as directed.. Make :Kirloskar or equivalent Note:- 1. Suction & delivery pipe shall be GI of suitable dia (length appr 6m each ) as per size suction/delivery end of the pump including connected fittings like tappers/reducer/bends etc required to connect the lines to pumpset, rate for the same deemed to be included in the quoted rate.
S&F Sluice Valves Flanged of class 1.6 PN of size 100 mm dia complete all as specified and directed
M&L for Construction of Valve Chamber of size 900 x 900 x 900 mm internal size suitable for Sluice Valve, with PCC (1:4:8), Type D2, using 40mm graded stone aggregate for foundation, 200 mm thick Precast Cement Concrete Solid Block Masonry of (1:3:6) Type C1 using 20mm graded stone aggregate in Cement Mortar (1:6) 40 mm thick PCC, (1:2:4) Type B1, using 20mm graded stone aggregate Coping, rendering in CM 1:4, 15 mm thick including provision of Mild Steel Sheet Cover 3 mm thick with required size Angle Iron frame work embedded in concrete with suitable hinges and locking arrangements including two coat of synthetic enamel black paint over a coat of red oxide zinc chrome primer to steel surfaces and including necessary earth work excavation in any type of soil etc., removal of surplus soil and rubbish not exceeding 50m distance and including demolition of old Valve Chambers of any description complete all as specified and as directed
S&F Foot Valve conforming to IS 4038, 50 mm dia complete all as specified and as directed
M&L, Earthing complete with Galvinised steel earth plate electrode of size 600 x 600 x 6 mm thick buried directly in ground (earth pit not less than 2.25m deep below the normal ground level) with top edge of plate not less than 1.5m below normal ground level connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 of SSR Part-I including testing on completion complete all as specified and directed. Note 1: The unit rate shall also include for earth work in any type of soil, PCC (1:3:6) type C1 chamber, RCC 1:2:4 type B-1 using 20mm graded stone aggregate, 50mm thick RCC cover slab reinforced with 6 Nos of 8mm dia TMT bars both ways, funnel with watering pipe 20mm dia medium grade, GI protection pipe light grade 40mm dia and wire mesh complete in addition to item No. 1(a) to (e) of preamble (Notes) under sub-heading earthing, specified on Sl. Page No. 422 of SSR Part-II.
Excavation in trenches not exceeding 1.5 m wide and n.exc. 1.5 m deep and getting out for taking out or laying of pipes / cable of any size in Soft/ loose soil complete all as specified and as directed.
Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25.0 sq mm 4 core complete all as specied and directed.
S&F Sheet metal enclosure vertical type double door prewired 4 way TPN DB, 415 Volts with 100 Amps rated bus bar and connection all as specified and directed . Note :- MCBs will be measured and paid for separtely
Supply & lay cable protection pipe of HDPE double wall corrugated (DWC) incl couplers,bends etc of size 50 mm OD and 38mm ID confirming to IS 14930 -II and ISI Marked all specified and directed.
M & L fabrication of CRCA steel sheet encloser outdoor type of nominal dimension 400 mm x 400 mm x 300 mm duly provided with 04 Nos aluminimum bus bar of capacity 100 Amps, space for fixing 02 Nos MCB TPN weather/vermin proof with neoprene rubber gasket along the doors openings pedestal type duly painted powder coated on making connection /thimbles complete all as sepcified and directed
S&F MCB TPN 40Amps , 230volts, 10 KA complete all as sepcified and directed
S&F MCB TPN 6-32Amps , 230volts, 10 KA complete all as sepcified and directed
M/s S U Enterprises
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P Babu
Nirman Construction Company
Island Agency
M/s Kamal Electrical
Bismi Builders & Enterprises
RPG AND COMPANY
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