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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.0 LAccepted-AOC | L1 | Accepted-AOC Admitted being L1 bidder | |
| 2 | L2₹45.9 L+₹10,395 (0.23%)Rejected-AOC | L2 | Rejected-AOC Not admitted being not L1 | |
| 3 | L3₹46.0 L+₹21,135 (0.46%)Rejected-AOC | L3 | Rejected-AOC Not admitted being not L1 | |
| 4 | L4₹46.5 L+₹68,289 (1.49%)Rejected-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L4 | Rejected-AOC Not admitted being not L1 | |
| 5 | L5₹47.7 L+₹1.9 L (4.24%)Rejected-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | BAPATLA | ANDHRA PRADESH | 504214 | L5 | Rejected-AOC Not admitted being not L1 |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
30 Sept 2023, 6:00 pmClosed
GE ND VISAKHAPATNAM
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
SPECIAL REPAIR TO EXISTING BOUNDARY WALL UNDER AGE BR II AT VISAKHAPATNAM
2023_MES_616509_1
8297GEND
Open Tender
Civil Works
Item Rate
180 days
VISAKHAPATNAM
PPLEASE REFER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE ND VISAKHAPATNAM
₹94,000
30 Dec 2023
1 Sept 2023
5 Oct 2023
1 Sept 2023
30 Sept 2023
14 Sept 2023
Amount
Demolition of Brickwork or stone/ boulder masonry, built in lime/cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed.
Excavation over area, not exceeding 1.5m deep for laying foundation etc in soft/loose soil and getting out complete all specified and directed. Note:- Proper levels of existing natural ground shall be recorded before starting excavation and after carrying out the excavation and entered in MB before making payment for excavation in RAR/Final Bill
Excavation over area, exceeding 1.5m but not exceeding 3.00m deep for laying foundation etc in soft/loose soil and getting out complete all specified and directed. Note:- Proper levels of existing natural ground shall be recorded before starting excavation and after carrying out the excavation and entered in MB before making payment for excavation in RAR/Final Bill
Returning filling in including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed.
Removing excavated surplus soil to a distance exceeding 250 M but not exceeding 1.50 km and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
M&L for cement concrete (1:4:8) type D2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified & directed.
M&L for crushed stone dust under foundation spread levelled and rammed including watering and consolidating complete all as specified and as directed.
S&F 285 gsm non wooven geo textile cloth of approved make to be approved by GE and placing in position complete all as specified and as directed.
M&L for 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 and dirtected
M&L for Mild steel TMT bars 10mm dia and over, cut to length bent to shape required, including cluding cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and dirtected. Note:- Steel is to be procured from main manufacturer only and contractor will have to produce Purchase vouchers, Manufacturers Test certificates and independent Test Results in this regard before payment of RAR/final Bill
M&L for Mild steel TMT bars 8mm dia and over as in stirrups and binders, cut to length bent to shape required, including cluding cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and dirtected. Note:- Steel is to be procured from main manufacturer only and contractor will have to produce Purchase vouchers, Manufacturers Test certificates and independent Test Results in this regard before payment of RAR/final Bill
M&L for RCC M-30 (design mix) using 20mm graded crushed stone aggregate, as in foundation including raffs footing, foundation beams, plinth beams for column etc complete all as specified and directed.
M&L for RCC M-30 (design mix) using 20mm graded crushed stone aggregate, as in columns, pillars,piers,post and struts completes as as specified and directed.
M&L for RCC M-30 (design mix) using 20mm graded crushed stone aggregate, as in beam ,lintels & tie beam etc completes as as specified and directed.
M&L for formwork to edges of concrete foundations footings, base of columns, plinth beams and similar wok with rough finished surfaces completes all as specified and directed.
M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. with rough finished surfaces complete all as specified and directed.
M&L for formwork to sides of column, pillars posts, struts piers etc with rough finish surfaces complete all as specified and directed.
M&L for brick work with fly ash bricks straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6 complete all as specified and directed.
M&L for random rubble stone masonry work brought up to course solidly hearted built in cm (1:6) complete all as specified and directed. Note:-The quoted rates shall be deemed to be included of bond stones in PCC 1:2:4 , type B1 using 20 mm graded crushed stone aggregate as per SSR Part-I and II provisions.
M&L for walling of random rubble masonary uncoursed,well bonded, bedded and soildly hearted built in cement mortar 1:6, but except stone complete all as specified and directed. Note:-The quoted rates shall be deemed to be included of bond stones in PCC 1:2:4 , type B1 using 20 mm graded crushed stone aggregate as per SSR Part-I and II provisions.
M & L 15 mm thick rendering on fair faces of brick work /concrete surfaces in cement mortar 1:4, surface finished even and fair without using extra cements complete all as specified and directed.
M&L 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 conforming to Fe 410-W (Gde E250) quality-B complete all as specified and directed
S & F in repairs Galvanized, 2 strand, steel barbed wire with 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc., including dismantling old fencing wire complete all as specified and directed. Note:-Each line wire to be measured.
S&F for helix concertina coil 0f 600mm dia meter including 'U' clip & 'C' clip (bebore stretch) having 50 numbers of spirals & composed of reinforced punched barbed tape (RPBT) wire having continous punched blade edged barbs on both sides of coil rolled low carbon steel to centre pitch 36mm alongwith flattened strip width of 18.60mm and centre width 7.40mm. The barbs should have 180 degree straightness with razor edge cut. The razor tape should have minimum galvanising coating thickness of 12 microne (both sides inclusive). The core wire should have minimum wire dia meter 2.59mm and tensile strength of 1620 N/Sqmm. All the materials should be coated by dipping process with anti corrosive black bitumineous paint conforming to IS-168. The length of coil should be 8 mtr stretch per coil. (The concertina coil should be as per relivent IS code), including dismantling of old concertina coil etc complete all as specified and directed. [Note: After stretching the coil the length of the compound wall or the straight length on which it has been strectched shall be measured as straight length for payment]
M&L 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 conforming to Fe 410-W (Gde E250) quality-B complete all as specified and directed
S&F PVC pipe 75mm dia single socketed in any length fixed in wall in weep holes etc. complete all as specified and directed.
Preparing new platered surfaces of walls by using vaccume based hand held or long handle sander machine and cleaning the surfaces by using Jet washer and applying two coats of cement based paint over a coat of cement based primer by using auto roller or airless sprayer machine complete all as specified and directed .
M&L for Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer by using auto roller or airless sprayer machine complete all as specified and directed .
sagar infra
HEVENNY ENGINEERING CONSTRUCTIONS
RAJASHEKHAR ENTERPRISES
M/S SRI VENKATA BHAVANI CONSTRUCTIONS
Ruchira Associates
ARP ENTERPRISES
MR ENTERPRISES
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