Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-AOC C 150 ADG P CHENNAI | L1 | Accepted-AOC BEING L1 BIDDER | |
| 2 | L2₹19.5 L+₹68,273.72 (3.63%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | L2 | Rejected-Finance BEING NOT L1 BIDDER | |
| 3 | L3₹19.6 L+₹82,134.04 (4.37%)Rejected-Finance 138A STANLEY PARK OTTUPATTARAI POST COONOOR 643 105 THE NILGIRIS TAMIL NADU | THE NILGIRIS | TAMIL NADU | 643105 | L3 | Rejected-Finance BEING NOT L1 BIDDER | |
| 4 | L4₹20.8 L+₹2.0 L (10.5%)Rejected-Finance CHENNAI | CHENNAI | TAMIL NADU | 600001 | L4 | Rejected-Finance BEING NOT L1 BIDDER | |
| 5 | L5₹21.4 L+₹2.6 L (13.8%)Rejected-Finance E 27 CWE WELLINGTON | 24 PARAGANAS NORTH | WEST BENGAL | 700028 | L5 | Rejected-Finance BEING NOT L1 BIDDER |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
2 Jan 2023, 6:00 pmClosed
GE DSSC WELLINGTON
GE DSSC WELLINGTON BARRACKS-POST, WELLINGTON, THE NILGIRIS, TAMIL NADU,PIN-643231
REPAIRS TO FOOT PATH AREA DRAINAGE HARDSTANDING CHAINLINK FENCING GATE AND PROTECTIVE WORKS UNDER AGE BR I AT GE DSSC WELLINGTON
2022_MES_567492_1
8285/E8
Open Tender
Civil Works
Item Rate
180 days
WELLINGTON
PLEASE REFER TENDER DOCUMENTS AND NIT
8 documents required · 8 mandatory
₹500
GE DSSC WELLINGTON
₹40,000
Yes
17 Feb 2023
5 Dec 2022
4 Jan 2023
5 Dec 2022
2 Jan 2023
17 Dec 2022
Amount
Demolition of brick work / pre cast concrete article / stone masonry built in cement mortar all as specified and as directed.
M & L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 including bond stone as specified and as directed.
All as per item no.02 but except stone all as specified and directed.
Extra over stone walling granite or trap for hammer dressing to face stones and dressing to the maximum depression on face from straight edge held against the dressed surface n.exc 40mm of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses as specified and as directed.
M&L Keyed pointing to random rubble or polygonal uncoursed or brought to course in cement mortar 1:4 all as specified and as directed.
S&F PVC (SWR) pipes single socketed 110 mm bore in any length with rubber ring joints fixed to walls all as specified and as directed.
S&F Hand packing broken stone aggregate (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level all as specified and as directed.
M&L for Preparing new surfaces of walls and applying cement wash with Portland cement slurry two coats to a smooth bodied opaque finish all as specified and as directed.
M&L for Preparing old surfaces of walls and applying cement wash with Portland cement slurry one coats to a smooth bodied opaque finish all as specified and as directed.
M&L for Precast cement concrete solid building blocks Type C1 (1:3:6) using 20 mm graded aggregate, exc 10 cm width set in CM 1:6 all as specified and as directed
All as per item no.10 but except blocks all as specified and directed.
M&L for plain cement concrete 1:2:4, type B1, using 20mm graded stone aggregate as in coping including necessary form work all as specified and as directed.
Taking down plastering from brick or concrete surfaces, cleaning surfaces by picking, sweeping clean and washing down with water to remove dust etc.,all as specified and as directed.
M&L for Extra for forming fair finished drain or channel of 30cm inner girth in cement concrete using extra cement including forms moulds etc all as specified and as directed.
Material and labour for 15 mm thick rendering in cement mortar 1 : 4 on brick / concrete surfaces, finished fair and even without using extra cement all as specified and as directed.
M&L for chequred cement concrete tiles 30 cm x 30 cm x 25 mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigments of required colour laid over and including 20mm thick screed bed in cement mortar (1:4) all as specified and as directed.
M&L for cement concrete type D-2 1;4;8(using 40mm graded stone aggregate as in sub base of floor 75mm thick complete all as specified and as directed.
M&L hardcore of gauge n.exc 63 mm deposited, spread & leveled in layers n. exc 15 cm thick, watered & rammed to a true surface with broken stone or boulders complete as specified and as directed.
Demolition of cement concrete in ground floors and paving n exc 15cm thickness (Below or above ground level) all as specified and as directed
Providing and laying or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required ling, level and curvature, jointed with CM 1:3 incl making joints with or without grooves incl making drainage Opening as directed by Engineer in Charge.
M&L for two coats of synthetic enamel paint over a coat of primer including necessary preparation of new plastered / concrete surface of any description all as specified and as directed by Engr-in-Charge.
M&L for one coats of synthetic enamel paint including preparation old concrete surface of surfaces of any description all as specified and as directed by Engr-in-Charge .
Material and labour for plain cement concrete 1:4:8type D2, using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and as directed.
Dismantling posts (or) struts (wood), RCC (or) steel any section , including taking out embedded portion and making good disturbed ground concrete brick work masonry etc.., all as specified and as directed.
Dismantling of Wrought iron (or) mild steel work ,of any description not otherwise provided for all as specified and as directed.
Excavating in post holes each n.exc 0.50 cum getting out hard dence soil including returning filling in and ramming earth or broken rubble mixed with earth around ,in layers n.exc 25 cm ,watering and removing surplus soil to a distance n.exc 50 mtr and making good surface all as specified and as directed..
Material and labour for plain cement concrete 1:2:4 type B2, using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and as directed.
S/F Joist, channel, angle or tee sections, post fixed independently, without connecting plates, etc(cut to ordinary lengths i.e within 20mm of the length indicated quality conforming to Fe 410-W(gde-E-250)quality-A all as specified and as directed.
S&F for MS flat iron fillets in posts and struts in fencing ,drilling holes (for securing wire mesh etc),including necessary drilling ,bolting or riveting etc confirming to Fe 410-0or fe 310-0 all as specified and as directed.
Dismantling fencing wire mesh any type all as specified and as directed.
Supply only Chain link MS galvanised fencing, any size (or) type of 3mm to 4mm dia wire all as specified and as directed.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire all as specified and as directed.
Refixing of old chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire all as specified and as directed.
M &L for Welding in repairs n. exc 2.5cm in length N exc 6mm all as specified and directed by Engr-in-Charge
S & F 5 to 10mm mild steel in flat, round (or) square bars, in available length FE 410 W (GDE- E- 250) quality A all as specified and as directed.
S&F mild steel screw bolts of 11 to 15 mm diameter of shank (machine made ) with hexagonal or square heads at one end and screwed the other ,each screwed end to be fitted with washers and one hexagonal or square nut , exceeding 5 cm and not exceeding 10 cm long all as specified and as directed..
M&L for preparing new steel surfaces and applying two coat of synthetic enamel paint over a coat of red oxide primer on steel surfaces of any description over 10 cm width or girth including necessary preparation of surface all as specified and directed.
M&L for preparing old steel surfaces and applying one coat of synthetic enamel paint on steel surfaces of any description over 10 cm width or girth including necessary preparation of surface all as specified and directed.
S & F in repairs galvanised, 2 strand, steel barbed wire 2.24 mm 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 crossing with and provision of galvanised mild steel wire, staples (or) steel pins etc.., all as specified and as directed.
M & L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and no pigment all as directed and as specified.
All as per item no.40 but except tiles all as specified and directed.
M & L for sand filling under floor including watering and consolidation all as specified and as directed.
Repair to existing steel rolling shutters by complete removal and refixing without ball bearing, spring as specified including top cover, anchoring rod, hasp and staple; erected in position as indicated/, complete: push pull or manual type and rewinding, ropes, stoppers, oiling, greasing, easying etc including necessary replacement of profile, if required grid channel complete all as specified and as directed by Engr-in-Charge (Note: Spare parts required shall be measured and paid separately)
Supply only of ball bearing for rolling shutter with necessary replacement of profile complete all as specified and as directed by Engr-in-Charge
Supply only of spring for rolling shutter with necessary replacement of profile complete all as specified and as directed by Engr-in-Charge
Material and labour for TMT bars, 10 mm dia and over cut to length, bent to shape required including cranking, hooking ends and binding with mild steel wire annealed not less than 0.9 mm dia all as specified and as directed.
Demolition of reinforced cement concrete of any description and in any position not other wise specifically provided for complete all as directed.
Material and labour for Precast Reinforced cement concrete 1:2:4 type B1, using 20 mm graded stone aggregate as in cover slabs with plain fair faces including setting in CM 1:4 all as specified and as directed (Note : Reinforcement shall be measured and paid separately)
Sree Constructions
Shree Jayam Enterprises
GUNASEKARAN AND CO
UNIQUE INDIA CONSTRUCTIONS
stage.html
html • 0.05 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 .