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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.6 LAccepted-AOC INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | L1 | Accepted-AOC L1 | |
| 2 | L2₹34.1 L+₹3.3 L (10.7%)Rejected-Finance | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹35.9 L+₹5.0 L (16.3%)Rejected-Finance 108 MARUTI COMPLEX NEAR DIGVIJAY TIN FACTORY MILE STONE BUILDING KV ROAD JAMNAGAR 361001 | JAMNAGAR | JAMNAGAR | GUJARAT | 361001 | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹36.4 L+₹5.6 L (18.2%)Rejected-Finance | L4 | Rejected-Finance Not Being L1 | |
| 5 | L5₹36.5 L+₹5.7 L (18.5%)Rejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | L5 | Rejected-Finance Not Being L1 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
28 Sept 2019, 6:00 pmClosed
GE I NAVY JAMNAGAR
INS NAVY VALSURA JAMNAGAR 361150
PROVISION OF ADDITIONAL HIGH INTENSITY LED SECURITY LIGHTS WITH POLE FOR PERIMETER WALL, SPECIAL REPAIRS TO SEWAGE LINES AT CERTAIN LOCATIONS OF SAILORS INLIVING AREA BLDG Nos P 51 P 52 P 331 INCLUDING VARIOUS MINOR WORKS UNDER GE I NAVY JAMNAGA
2019_MES_284036_1
8406
Open Tender
Civil Works
Item Rate
180 days
GE I NAVY JAMNAGAR
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE I NAVY JAMNAGAR
₹60,000
Yes
18 Jan 2020
21 Sept 2019
30 Sept 2019
21 Sept 2019
28 Sept 2019
23 Sept 2019
21 Sept 2019 - 23 Sept 2019
Amount
Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc and removal of debris to a distance exceeding 500 mts and depositing where directed.
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) of 150 mm internal dia set in cement mortar including bedding and haunching.
All as per item No. 2 here-in-above but 200 mm bore.
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil.
Excavating in post holes (or similar holes) each not exceeding 0.5 cu. m, getting out in hard/ dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance exceeding 500 m and making good surface.
Excavation in trenches and not exe. 1.5 m wide and not exe. 1.5 m in depth for foundation of drain, man hole, laying of cables, stay etc. not exe. 10 Sq. m on plan and not exe. 1.5 m depth and getting out in soft / loose soil.
Excavation in trenches and not exe. 1.5 m wide and not exe. 1.5 m in depth for foundation of drain, man hole, laying of cables, stay etc. not exe. 10 Sq. m on plan and not exe. 1.5 m depth and getting out in hard / dense soil.
Excavation in trenches and not exe. 1.5 m wide and exceeding 1.5 m but not exceeding 3.0 m in depth for foundation of drain, man hole, laying of cables, stay etc. not exe. 10 Sq. m on plan and getting out in hard / dense soil.
Returning filling in trenches including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and directed.
Removing excavated surplus soil to a distance exceeding 1 km but not exceeding 1.5 km and depositing where directed .at a level not exceeding 1.5 M above the starting point complete all as directed.
M&L moorum/red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering complete all as specified. (Measurements shall be taken after compaction).
M & L for PCC 1:4:8, type D2 using 40 mm graded crushed stone aggregate as in foundation filling mass concrete complete all as specified and directed
M & L for PCC 1:2:4, type B2 using 40 mm graded crushed stone aggregate as in foundation filling mass concrete complete all as specified and directed
M & L for plain cement concrete 1:2:4 type B1 using 20 mm graded granite stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges.
M & L for plain cement concrete 1:2:4 type B1 using 20 mm graded granite stone aggregate as in cast in situ in cills and other similar bands, plinth courses, coping, bed plates including necessary form work , weathering slightly rounded, chamfered angles and throating complete all as specified and directed.
M & L for plain cement concrete 1:2:4, type B1 using 20 mm graded stone aggregate as in surface channel, drains, and benching in manholes and finishing of exposed surfaces of concrere complete all as specified and directed.
M&L for Precast Reinforced cement concrete 1:2:4 type B1 using 20 mm aggregate stone aggregate as in cover slab to Man holes set and jointed in cement mortar 1:4 complete all as directed (Note: Reinforcement shall be measured and paid seperately.)
M&L pre-cast PCC 1:3:6 type C1 (using 20 mm graded granite aggregate) as in block masonry with factory made solid blocks, exceeding 10 cm in width and setting in CM 1:6 complete all as specified.
M&L RCC 1:2:4, type B1 (using 20 mm graded granite stone aggregate) as in Columns, pillars, piers, posts and struts and the like complete. Note: Reinforcement shall be measured and paid separately.
M&L for 300x300x150mm M-25 grade PVC moulded precast kerb stone with plain fair faces including weathering, slightly rounded and champhered angles and throughting set in CM 1:4 complete all as directed.
M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions in square, rectangular on polygonal, flat rough finished surface all as specified.
Supply only Integral Water Proofing Compound (ISI Marked)of Make : CICO , Acco Proof , Impermo , Aqua flex as approved.
Cutting chases in brick/ stone wall, pinning in, making good to facing where required and pointing in CM 1:3 to ends of edges of landing, steps, cills, lintels etc and cutting chases exceeding 10 cm and not exceeding 20 cm girth for concealed water tubing and making good cutting as per its original specfication complete all as directed.
S&F 100 mm size butt hinges, heavy weight cold rolled mild steel and fixed .
S&F mild steel bands, straps, supports or stays for rainwater, hold fasts; wall ties; and similar small articles steel conforming to Fe-290 Gde-E-165.
M&L for 1 mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched, including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitredangles etc. as required complete all as directed.
M&L for 1.60 mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched, including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitredangles etc. as required complete all as directed.
S&F rolled section of Fe 410-W (Gde-E-250) quality -A, as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates etc.
M&L mild steel framed work such as in angles, bars, flat iron etc for holdfast and similar work conforming to Fe.290.Gde-E-165
S&F rolled MS in framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete conforming to Fe 290 Gde E-165.
S&F steel work in tubular trusses including special shaped washer etc. as in steel gate shutters complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete.
M&L for 200 mm high, 100 mm wide and 10 mm thick stainless steel letters (English) SS grade-314 fixing arrangements such as nuts, bolts etc or fixing with adhesive complete all as directed.
M&L for 40mm dia rubber shock absorber 50mm long fixed to angle frame with nut & bolts complete all as directed.
S & F 10 mm dia and over TMT bars cut to length bent to shape required cranking including bending , hooking ends etc and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
All same as per item No. 34 here-in-above but 6 to 8mm dia bar - do -
All as per item No. 34 here- in – above but 5 mm dia and over upto 10 mm dia as in stirrups
S&F pre-painted galvalume (zincalume) aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof coverings/cladding to walls fixed with self tapping screws as specified.
M&L 100 mm thick PCC 1:4:8, type D2 (using 40 mm graded crushed granite stone aggregate) as in sub base, floors, pavings etc. finished fair and even complete all as specified.
M & L for 75 mm thick plain cement concrete 1:2:4, type B1 using 20 mm graded crushed stone aggregate laid in alternative bays finishing the surface even and smooth with using extra cement and including spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as directed.
M&L for 75 mm thick plain cement conctere 1:3:6, type C1 using 20 mm graded crushed stone aggregate as in plinth protection, hard standing finished the surface even and smooth using extra cement complete all as directed.
M & L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces mixed with WPC as per manufacturer instruction , and finished the surface even and smooth without using extra cement) complete all as specified and directed. (Note : WPC measured and paid separately).
M&L for rendering 15 mm thick in CM 1:4 on brick work or concrete surface work finished even and smooth without using extra cement complete all as specified.
M&L for rendering 15 mm thick in CM 1:4 on stone or block masonry surfaces or surface other than fair faces brick work, finished even and smooth without using extra cement complete all as specified.
M&L preparing newly plastered or unplastered surfaces of exterior walls and applying two coats of antifungal exterior emulsion weather proof paint (Apex) of colour/ tint over a coat of alkali resistant primer complete all as specified.
M&L preparation of newly plastered wall surfaces and applying two coats of cement base paint complete all as directed.
M & L Two coats of 1st quality synthetic enemal paint over a coat of zinc chromate primer over any description of new steel surface over 10 cm in width or girth including necessary preparation of new steel surface complete all as directed.
M & L for 15 mm bore steel water tubing medium grade (ISI marked) with all new fittings (ISI marked) fixed to wall and ceiling or laid in floors complete all as directed.
M & L for 20 mm bore steel water tubing medium grade (ISI marked) with all new fittings (ISI marked) fixed to wall and ceiling or laid in floors complete all as directed.
S&F new 500 litres capacity (white colour) rotational moulded polythene water storage tank, (cylindrical vertical with close top) triple layer colour white both inside and outside with top cover including PVC float valve high pressure suitable for 20 mm bore of pipe with polythene float, fixture hoisted and fixed in position where ordered and making necessary connection and testing complete all as directed.
S&F new 1000 litres capacity (white colour) rotational moulded polythene water storage tank, (cylindrical vertical with close top) triple layer colour white both inside and outside with top cover including PVC float valve high pressure suitable for 20 mm bore of pipe with polythene float, fixture hoisted and fixed in position where ordered and making necessary connection and testing complete all as directed.
M & L for concrete bed in PCC 1:3:6 type C2 using 40 mm graded stone aggregrate to 150 mm bore Hume pipe including packing and haunching completely surrondings of the pipe after they are laid and tested complete all as specified and directed. .
All same as per item No 51 here-in-above but 200 mm bore pipe -do- (Note for item No 51 to 52) :- hume pipe measured and paid seperately.)
M&L for Reinforced concrete pipe 150mm bore Class NP2 (ISI Marked) alongwith collar laid to slope in trenches over PCC bed & jointed in cement mortar 1:3 and tested on completion complete all as specified and directed.
All as per item No 53 here-in - above but 200mm bore -do-
M&L for cutting into existing manhole for connecting 150 mm bore (internal dia ) new drain pipe, making good to pipe and rendering, cuttingout existing benching for forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 using 20 mm graded granite stone aggregrate, smooth finished and reforming benching as required complete all as specified and directed.
All as per item No. 55 here-in-above but 200 mm bore pipe.
S&F in repair 150x150mm, type 'P' salt-glazed stoneware gully traps, square or round mouthed complete all as directed.
S&F 300x300mm FRP manhole covers with stainless steel handles fixed with cement concrete complete.
S&F 900x900mm FRP manhole covers with stainless steel handles fixed to manhole with cement concrete complete.
M&L forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade 'A'
M&L for forming 12 mm thick expansion joints for 100 mm thick concrete slab, filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound Grade ‘A’ all as specified.
Making connection of 40mm bore PP-R distribution branch with PP-R main incuding cutting and making fusion joint etc.
S&F 40mm dia non return valve of brass body including 2Xfemale couplings for joining with existing PP-R pipes.
S&F 90 W LED street light fittings, pressure die-cast aluminium housing with toughened glass cover, IP 66 roadway luminaries, having 6000 CCT(k) complete. Make: Jaquar Cat No. LSRT01S090xC / Crompton LSTN 90-CDL-A / Bajaj / Havells
S&F 32 mm bore GI light grade pipe 1 m length with suitable bend bracket for street light fittings holded by saddles, etc. include all accessories to fix on corner of the building including two coats of synthetic enamel paint over a coat of red oxide primer complete.
S&F prestressed concrete pole 9.0 metres long, 102x172mm at top and 102x279mm at bottom, class 10 complete all as directed.
S&F 3 core, 2.5 sqmm PVC insulated unsheathed multistranded copper conductor cable drawn through suitable size PVC heavy duty conduit pipe from junction box to fitting complete all as specified. Make: Havells / Finolex / Polycab
S&F junction box made from SMC/FRP sheet readymade of size 300x200x100 mm having 100 A capacity including RYB and neutral with aluminum busbar with 4 way connector, MCB SP 6 A, 240 V - 01 No. 10 kA fixed to pole/wall with MS clamp 25x5 mm and necessary painting to MS clamp complete all as specified.
Supply and lay cable in trenches or fixing on wall or pole XLPE cable insulated screened PVC beded GI steel strip or wire armoured electric power cable (heavy duty) with standard aluminium conductor 1100 volt grade cross sectional area 25 Sqmm 4 core making necessary connection & testing on completion all as directed.
S&F 40 mm bore high density polyethylene pipes (HDPE) of pressure rating 6 kgf/cm2, fixed to wall, ceilings or in floors etc. complete as directed.
M&L earthing with galvanised steel earth plate as electrode 600x600x6 mm buried directly in ground vertically to a depth not less than 2.25 m below ground level with top edge of earth plate at a depth not less than 1.5 m below ground level connected using galvanised iron strip 25x4 mm as earthing lead by means of bolts, nuts, check nuts and washers of GI steel earth strip protected by GI medium grade pipe 40 mm bore, including provision of concrete pit of PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) with 40 mm thick cover of RCC 1:2:4 reinforced with XPM (wt not less than 4 kg/sqm) and handle of 6 mm dia MS bar made to shape, GI medium grade 20 mm bore pipe for watering perforated at bottom, 2 m long placed on top edge of earth plate, char coal and common salt filling test point made out of 40x8 mm flange with fixing arrangement, funnel, wire mesh and earth work in any type of soil, returning, filling in and removal of surplus soil to a distance not exc 50 m all as per electrical Plate No. 3 of SSR Part I and connected to earth test point including testing on completion all as specified.
SIBS CONTRACTOR
Rameshwar Enterprise
Jyoti Refrigeration
M/s Jagdish Machinery Stores
M/s Balaji Enterprise
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