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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.6 LAccepted-AOC | L1 | Accepted-AOC Being Lowest and reasonable | |
| 2 | L2₹38.7 L+₹86,641.04 (2.29%)Rejected-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L2 | Rejected-AOC Not Being L1 | |
| 3 | Rejected-Technical DOOR NO 3 154 B MUTHYAMAMBA COLONY NEAR GOVT HIGH SCHOOL VEPAGUNTA VISAKHAPATNAM 530047 | VISAKHAPATANAM | ANDHRA PRADESH | 530047 | - | Rejected-Technical Not admitted . DGNP enlisted. EMD not submitted |
Tender Value
₹42.8 L
EMD Value
₹85,600
Closing Date
30 Mar 2024, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
PROVISION OF SECURITY GATE AND WIDENING OF ROAD AND ASSOCIATED ROAD FURNITURE FOR MOVEMENT OF MULTIAXLE VEHICLES TO NEW STORE HOUSES AT MO V OLD SITE, VISAKHAPATNAM
2024_MES_642733_1
8354/E8/GEND
Open Tender
Civil Works
Item Rate
180 days
Visakhapatnam
As per NIT
7 documents required · 7 mandatory
₹500
Yes
Garrison Engineer Naval Depot
₹85,600
Yes
11 Jul 2024
16 Feb 2024
2 Apr 2024
16 Feb 2024
30 Mar 2024
11 Mar 2024
Amount
Schedule 'A' Part -I (B/R)
Dismantling of brick wall of stone/boulder masonary built in cement mortar complete all as specified.
Demolition of reinforced cement concrete in ground floors and pavings n.exc 15cm thickness (below or above ground level) all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for all as specified and as directed.
Dismantling concertina coil of any size and dia all as specified and as directed.
Dismantling barbed wire of any dia and specification all as apecified and as directed.
Excavation over areas n.exc 1.5 m deep and getting out in hard/dense soil complete all as specifed.
Excavation over areas exc. 1.5m and n.ecx 3 m deepdeep and getting out in hard/dense soil all as specified.
Excavation in trenches, n exc1.5 m wide and not exc 1.5 m in depth for foundation etc and getting out hard/dense soil all as specified and directed.
Crushed stone dust for filling in foundation and subbase consolidated in layers n. exc 15 cm thick complete all as specified and directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.
Removing excavated material exc. 250m but n exc. 500m and depositing where directed at a level n exc. 1.5 m above the starting point in soil
PCC 1:4:8 type D2 in foundation, mass concrete etc
RCC M-30 in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete
RCC M-30 in columns,Pillars, Piers, Posts and struts complete all as specified.
Form work to sides of concrete foundations, footings, sides and soffits of plinth beams and similar work for rough finished surface of concrete.
Formwork to sides and soffits of RCC floor or roof beams, beam hunchings, girders and lintle exc. 1.50mt spanning to plain fair finished surfaces of concrete all as specified and as directed.
Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete.
M&L brick work with fly ash brick in CM 1:6 straight or curved on plan exc 6m mean radius all as specifeid and as directed.
M&L for mild steel TMT bars 10mm dia and over cut to length bend to shape including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia.
All as per item No.19 above but 5 to 10 mm dia including 10mm dia in stirrups, spaces and binders
M&L Mild steel work in frame work such as grills, grantings etc with ends of bars shouldered and / or reviled, framed guard bars, barred iron doors ladders walk ways, raillings, frame work of water tanks and similar articles all as specified and as directed.
S &F Galvanised iron 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and strainin and fixing to any type of stranded rails straining bolts including securing or tying at crossing with and provision of galvanised MS wire, staples or steel pins all as specified.
S&F concertina coil made with razor barbed tape of 1050mm dia fixed with clips etc all as specified and directed.
M&L Mild steel Fe 410 W Gde-E-210 Quality - B 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.
Rendering 15 mm thick plastering in CM 1:4 on on fair face of brick work or concrete surfaces.
25mm thick pre-formed filler for expansion joints all as specified and as directed.
Preparation of new or previously untreated steel surface of any discription over 10cm width or girth and apply two coats of synthetic enamel paint over a coat of redoxide primer.
Preparation of new plastered surface and applying two coats of cement paint all as specified and as directed.
Broken Glass coping on top of walls in CM 1:3 complete all as specified and as directed.
S&F Brass letters having minimum overall size of 300 mm height and 150 mm width, 40 mm girth fixed to wall with necessay fixing arrangments all as specified and as directed.
S& F PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in weep holes all as specified and as directed.
M&L for RCC M-30 design mix for Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses all as specifeid.
M&L for RCC M-30 design mix for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specifeid.
Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter all as specified.
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) all as specified.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in Hard/Dense soil all as specified anda sd directed.
M&L 150 mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber all as specified and as directed.
M&L 200 mm thick (compacted thickness) WBM with coarse aggregates of grading 1 (90 to 40mm size), spread, rolled and consolidated to gradient and camber required.
Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.
M&L Applying evenly a priming/tack coat with bituminous primer VG 30 at 10 kg per 10 sq metre
Rolling and consolidating formation surfaces in cutting using power roller of capacity exceeding 8 tonnes and n.exc 12 tonnes all as specified and as directed.
M&L Bituminous Premix Asphaltic Semi Dense concrete 40mm consolidated thickness, using paving bitumen of grade VG 30 with 5.5% binder content by weight of total mix and mechanical paver, rolled and compacted using power roller of capacity exceeding 8 tonnes and n.exc 12 tonnes to required camber and gradient complete.
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
PRASAD INFRAS
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