Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 LAccepted-AOC ROOM NO 01 1ST FLOOR SIMA TRADING BUILDING SURVEY NO 268 GARACHARMA VILL SRI VIJAY PURAM 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹22.8 L+₹85,756 (3.92%)Rejected-AOC OPP MARICAR HOSPITAL JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-AOC Rejected | |
| 3 | L3₹23.4 L+₹1.5 L (6.70%)Rejected-AOC | L3 | Rejected-AOC Rejected | |
| 4 | L4₹24.0 L+₹2.1 L (9.50%)Rejected-AOC NEAR OLD CCS JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Rejected-AOC Rejected | |
| 5 | L5₹24.3 L+₹2.4 L (10.8%)Rejected-AOC | L5 | Rejected-AOC Rejected |
Tender Value
₹23.8 L
EMD Value
₹47,600
Closing Date
29 Sept 2022, 6:00 pmClosed
GE (I) Campbell Bay
GE (I) Campbell Bay, Army Land, Great Nicobar-744302
PROVN OF SHED FOR MMG AND MORTAR TRAINING AT ARMY LAND, CAMPBELL BAY
2022_MES_532909_2
8794/E8
Open Tender
Civil Works
Item Rate
180 days
GE (I) Campbell Bay
Please refer tender documents
8 documents required · 8 mandatory
₹500
Yes
GE (I) Campbell Bay
₹47,600
28 Nov 2022
15 Sept 2022
1 Oct 2022
15 Sept 2022
29 Sept 2022
22 Sept 2022
Amount
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in any type of soil all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in any type of soil all as specified and directed.
Ditto all as per item No 2 but depth exceeding 1.5 m and not exceeding 3 m all as specified and directed.
M&L for PCC 1:4:8 type D2 using 40mm graded aggregate as in foundation, filling and mass concrete all as specified and directed.
Use and waste of formwork to sides of concrete foundations, footings, bases of columns raft and raft beams sides and soffits of foundation and plinth beam and similar work vertical or to batter all as specified and directed.
Use and waste of formwork to sides of pillars, posts, struts, piers, column and stanchions for rough finished surfaces of concrete square, Circular rectangular on plan or polygonal all as specified and directed.
M&L for Reinforced cement concrete M30 (Design Mix) using 20 mm 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 all as specified and directed.
M&L for Reinforced cement concrete M30 (Design Mix) using 20 mm graded stone aggregate as in columns, pillars, piers, posts and struts all as specified and directed.
M&L for Mild steel TMT reinforcement Bars of 10 mm dia and over, cut to length, bent to shape required including cranking, binding spirally for hooping for columns hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clip all as specified and directed.
M&L for Mild steel TMT reinforcement bars of 5 mm dia and over up to 10 mm dia in stirrups, spacers and binders, cut to length bent to shape required including cranking, binding spirally for hooping for columns hooking ends and binding with and including MS wire annealed not less than 0.9 mm dia or securing with clip all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and directed.
Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point all as specified and directed..
M&L for Pre-cast cement concrete block masonry with solid blocks of PCC 1:3:6 type C-1 using 20 mm graded aggregate , exc. 10 cm in width and setting in mortar 1:6, complete all as specified and directed.
S&F Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections confirming to Fe 410-W (Gde E-250) quality A
S&F Roof trusses (framed), trussed purlins crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle channel or flat sections) including distance pieces, cleats etc. confirming to Fe 410-W (Gde E-250) quality A
M&L for Rolled mild steel sections conforming to Fe 410 -W (Gde E- 250) as in main and cross beams, hip and jack rafters; purlins where connected to common rafters fixed with angle cleats or other connecting plates all as specified and directed.
S&F of Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick having tensile strength of 550 Mpa (AZ-150) as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed.
S&F of Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa (AZ-150) as in roof covering /cladding to wall, fixed with self tapping screws as specified and directed.
M&L for Hard core of gauge n.exc 63 mm , with broken stone or boulders , deposited, spread and levelled in layers n.exc 15 cm thick, watered and well rammed to a true surface all as specified and as directed.
M&L for 50 mm thick PCC 1:2:4 type B-2, (using 20 mm graded aggregate) as in flooring complete all as specified and directed.
M&L for 100 mm thick PCC 1:4:8 type D-2, (using 40 mm graded aggregate) as in sub base complete all as specified and directed.
M&L for Plastic dividing strips,1.5 mm thick and inserted in position,and conform to design 38 mm wide all as specified and directed.
M&L for Rendering 15 mm thick in cement plaster 1:4 on fair faces of concrete surfaces surface finished fair and even mixed with WPC as per manufacturer's instructions complete all as specified and directed. (Supply only of WPC shall be measured and paid separately).
Supply only of Integral waterproofing compound of approved make all as specified and directed.
M&L for 75m mm thick plain cement concrete type D-2, 1:2:4 mix using 40mm graded stone aggregate as in flooring complete as specified and directed.
M&L for 75m mm thick plain cement concrete type C-1, 1:3:6 mix using 20mm graded stone aggregate as in plinth protection, pavings, path etc. surface finished even and smooth without using extra cement including making 6 mm wide grooves to full depth at 2 to 3 m interval and at every change of direction and filling the grooves with mixture of bitumen and sand mixed in the ration of 1:3 by weight complete as specified and directed.
Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’
M&L for Preparation of new or previously un treated surfaces of steel and iron 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 paint all as specified and directed.
M&L for preparation of newly plastered or unplastered surfaces of walls and applying two coat of Exterior emulsion paint over a priming coat complete all as specified and directed.
S & F 150mm bore PVC (SWR) pipes as in half round gutters including fixing with PVC Clamps suitable for Non AC sheet roof complete all as specified and directed.
S & F PVC 150 mm dia drop ends/stop end suitable for 150mm half round valley gutters complete all as specified.
S & F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall complete all as specified and directed.
S & F PVC (SWR) bends any radius suitbale for 110 mm bore complete all as specified.
M&L for Chequered cement concrete tiles 25mm thick with grey cement and pigment, set, jointed and pointed in neat cement slurry in floors over 15mm thick screed CM 1:6 all as specified and as directed
CHANDER SEKER ENTERPRISE
Nirman Construction Company
SKV Engineering
M/s Karbhagam Sales Agency
DEEPAK AGENCIES
P Babu
A N KUMAR
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .