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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹31.6 L+₹1.6 L (5.42%)Rejected-Finance 149 KHAJURI HARIDWAR UTTARAKHAND 247668 | HARIDWAR | UTTARAKHAND | 247668 | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹32.9 L+₹2.9 L (9.62%)Rejected-Finance A 303 SHREE KRISHNA COMPLEX CO OP HSG SOC LTD WESTERN EXPRESS HIGHWAY OPP NATIONAL PARK BORIVALI E MUMBAI 400066 | MUMBAI SUBURBAN | MAHARASHTRA | 400066 | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹35.9 L+₹5.9 L (19.6%)Rejected-Finance HARSH INFRASTRUCTURE NEAR DWARKADISH PETROLEUM NANDANA DEVBHOOMI DWARKA JAMNAGAR GUJARAT 361315 | DEVBHUMI DWARKA | GUJARAT | 361315 | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹38.7 L+₹8.7 L (29.0%)Rejected-Finance | L5 | Rejected-Finance NOT LOWEST |
Tender Value
Refer Docs
EMD Value
₹73,000
Closing Date
16 Jan 2025, 6:00 pmClosed
GARRISON ENGINEER DAMAN
Garrison Engineer Daman, Tat RakshakVihar, Dalwada, Nani Daman Post, Daman (UT) PIN396210
PROVISION OF FENCING WITH BARBED WIRE AT 16.211 ACRES OF LAND AT ICGAS DAMAN
2025_MES_692337_1
8848/E8
Open Tender
Civil Works
Works
60 days
DAMAN
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER DAMAN
₹73,000
19 May 2025
8 Jan 2025
17 Jan 2025
8 Jan 2025
16 Jan 2025
9 Jan 2025
Amount
Excavation in post holes (or similar holes) each not exc 0.5 Cum, getting out, returning filling in and ramming earth or broken rubble mosed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance n.exc 50M and making good surface and getting out hard/dense soil, complete all as specified and directed.
M&L Plain cement concrete (1:2:4) type D-2, using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified.
S&F for hand rails, half round or other steel section or core for wooden hand rail straight portion, drilled and countersunk for balusters running bars, for doors, blusters, nosing to steps including embeding in concrete and screwing etc, wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes notching for wire etc including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 , all as specified and directed.
S&F for Galvanised chain link fencing of size 50x50x3mm PVC Coated, weight not less then 2.18Kg/Sqm fixed to post/strut with bolts and nuts complete all as specified and directed. (Noted:- Nuts and bolt should be measured seprately)
S&F for galvanised, 2 strand steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including securing tying at crossings with and provision of galvanised mild steel wire, staples or steel wire, staples or steel pins as directed (each line wire to be measured).
Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n. exc. 5 cm long, Dia of bolt 12mm all as specified and directed.
S&F of round bars 10mm dia and over cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire not lesses than 0.90mm dia or securing with clips quality conforming, 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, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth in hard dense soil and getting out, complete all as specified and directed.
M&L for Sand filling under floors or in foundations including watering and consolidation, Completed all as specified and directed.
M&L Plain cement concrete (1:2:4) type D-2, using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified.
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, Completed all as specified and directed.
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) for Columns, pillars, piers, posts and struts, Completed all as specified and directed.
M&L for Formwork to sides of concrete foundations, footings, bases of columns, rafts raft beams, sides and soffits ( if any ) of foundation and plinth beams; and similar work; vertical or batter, finished rough surfaces of concrete, complete all as specified and directed.
M & L formwork to sides of pillars, posts, struts, piers, columns and stanchions square, rectangular finishes rough surfaces of concrete.etc finished rough surfaces of concrete complete all as specified.
M&L for rendering 10 mm thick plaster on other than fair faces of brick/concrete surfaces in CM (1:6) on wall surface, finished even and smooth without using extra cement.
M&L for preparation of new plastered surfaces of wall and applying two coat of cement base paint over a coat of primer complete all as specified and directed
S&F Mild steel rolled work as 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 coving, running rails and guides) and hanging; also fastening and fixing complete, conforming to grade Fe 410 -W (GdeE- 250) qualityA
M&L for prepration of new steel surfaces of any description, exceeding 10cm in width or girth, and applying two coat of synthetic enemel paint over a coat of red oxide primer, complete all as specified and directed.
TMT bars 10 mm dia and over, as reinforcement for concrete cut to length, bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia, complete all as specified and directed.
TMT bars 8 to 10 mm dia in stirrups, spacers and binders, as reinforcement for concrete cut to length, bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia, complete all as specified and directed.
M/s Himanshu Tyagi (BID ID -3216145)
Nilesh Construction (BID ID -3213898)
Harsh Infrastructure (BID ID -3215896)
RAJESH ENTERPRISE (BID ID -3214993)
Nitesh Enterprise (BID ID -3215931)
VIVEK JITENDRABHAI KATAR (BID ID -3213562)
K K Construction Co (BID ID -3216235)
High Tech Consruction (BID ID -3216221)
jagdish machinery stores (BID ID -3215993)
DWARKADHISH ENTERPRISE (BID ID -3216226)
M/s super construction (BID ID -3216162)
Prime Decor (BID ID -3216316)
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