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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹28.8 LAccepted-AOC | 1 | Accepted-AOC Accepted being L1 | |
| 2 | 2₹29.3 L+₹49,341.50 (1.71%)Rejected-Finance 702 A1 SHREE PRASAD TAWADEWADI SHREE DATTAGURU PARK KUMBHARWADA URAN DIST RAIGAD MAHARASHTRA 400 702 | URAN | RAIGAD | MAHARASHTRA | 400702 | 2 | Rejected-Finance Rejected being other than L1 | |
| 3 | 3₹31.0 L+₹2.2 L (7.70%)Rejected-Finance A WARD PLOT NO 96 2 T P SCHEME NO 2 SIDDHI APARTMENTS DUDHALI KOLHAPUR 416 012 MAHARASHTRA | KOLHAPUR | MAHARASHTRA | 416012 | 3 | Rejected-Finance Rejected being other than L1 | |
| 4 | 4₹32.6 L+₹3.8 L (13.3%)Rejected-Finance | 4 | Rejected-Finance Rejected being other than L1 | |
| 5 | 5₹33.1 L+₹4.4 L (15.1%)Rejected-Finance | 5 | Rejected-Finance Rejected being other than L1 |
Tender Value
₹29.5 L
EMD Value
₹59,000
Closing Date
18 Oct 2024, 6:00 pmClosed
GE I CG RATNAGIRI
Military Engineer Services Garrison Engineer I CG Ratnagiri SLUY Shed Plot, W19-23, MIDC Mirjole, Ratnagiri 415 639
PROVN OF VISITORS VEHICLE PARKING SHED, LATERITE STONE WALL WITH MS GRILL AND CHAIN LINK FENCING AT R53 OF ICGS RATNAGIRI
2024_MES_676865_1
8224/E8
Open Tender
Civil Works
Works
120 days
RATNAGIRI
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
Yes
₹59,000
Yes
27 Dec 2024
27 Sept 2024
21 Oct 2024
27 Sept 2024
18 Oct 2024
11 Oct 2024
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/disintegrated rock complete all as specified and as directed.
Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, toe walls, kerb stones etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out in soft/disintegrated rock
Excavating in post holes (or similar holes) in soft/disintegrated rock each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm.
M & L for Plain cement concrete 1:4:8, type D2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc., comeplete all as specified and directed.
M & L for Plain cement concrete 1:2:4, type B2 using 20mm graded stone aggregate as in foundation, post hole filling, and mass concrete etc, comeplete all as specified and directed.
M & L for Sand filling under floors, paths or in foundations including watering and consolidation complete all as specified and as directed.
M & L for broken stone or boullders Hardcore of gauge n exc.63 mm, deposited, spread and levelled in layers n exc.15 cm thick, watered and rammed to a true surface.
M & L for 100mm thick PCC 1:2:4 type B1 using 20mm aggregate as in base, wearing course complete all as specified and as directed.
M & L for machine cut laterite stone masonry wall exc 10cm in width of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified and as directed.
Providing, cement concrete Type B1 1:2:4 using 20mm graded aggregates as in kerbs, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed.
M & L for pressed precast concrete interlocking paver block any shape and size conforming to IS 155658 - 2006 of 80 mm thickness M-40 grade with grey cement and pigment complete all as spicified and directed by Engr in-Charge.
M & L for Forming 12mm thick Expansion joints, filled with pre-formed non bituminous filler board (PU based) top 30mm primed and sealed with sealing compound, Grade-A (Poly urethane sealant of approved make) on concrete slab having 100 mm thickness.
M&L for TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required including crancking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to TMT Bars complete.
M&L for TMT bars 10 mm dia and over, cut to length, bent to shape required including crancking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to TMT Bars complete.
M&L for Fe-410W(GdeE-250) quality B rolled mild steel in joist, channel, angle, or tee sections, fixed independently,without connecting plates as in fencing. (cut to ordinary lengths i.e. within 20mm of the length indicated.
S & F for Mild steel of Fe 410 -W (Gde?E- 250) quality-A half round, tubular or other MS section or core as in roof trusses (framed), trussed purlins, compound wall etc. (design and pattern as directed by Eng-in-charge) securing bolts; MS posts and struts in shed including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting, welding or riveting, etc.,wind ties for roof including securing bolts; and similar work such as steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240 including distance pieces, cleats etc.
S&F Mild steel Fe-290 Gde E-165 Framed work such as grills, gratings, doors or gates of angle or other section with gusset plates, rails, braces, eaves boards etc., complete, drilled for fixing of steel sheeting or other covering. doors, etc. with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work and portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, 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,
S & F Rolled Mild steel of Fe 410 -W (Gde?E- 250) quality-A as in plates (plain or chequered) channels. Square cut or notched (ordinary and counter sunk) forming holes, without any attachment.
S & F hot rolled PVC coated chain link mesh of size 40x40mm(aperture width not more than 40mmx40mm) of 6mm dia (4mm thick galvanized iron, 2mm thick PVC coating) not less than 4.0kg/Sqm when applied max tensile force manually, made up into mattresses or cages, lapped, wired and laid in position, including securing to steel post with straining bolts complete all as specified and as directed
S & F Pre painted galuvalume aluminium zinc coating GI based corrugated sheet 0.5mm thick of an colur having tensle strength of 550Mpa as in roof covering/cladding to wall with self tapping screws complete all as specified and as directed.
M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter
M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed.
M&L for RCC Design mix M-30, using 20mm graded stone aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete.
M&L for RCC Design mix M-30, using 20mm graded stone aggregate in Columns, pillars, piers, posts and struts complete.
M&L for preparation of new plastered surface and applying two coats of cement based paint over a coat of alkali resistant primer paint complete.
M & L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of redoxide zinc crome primer on surfaces of any description,over 10cm in width or girth, not otherwise described complete all as specified and as directed.
M&L for preparation of surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer.
M&L for rendering 15 mm thick cement plaster on concrete solid block walls in CM 1:4 and finishing the surface even and smooth with out using extra cement complete.
M & L for Rendring 15mm thickin CM 1:4 on stone masonry surfaces or surface other than fair face of brickwork or concrete surfaces finished fair and even complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/disintegrated rock complete all as specified and as directed.
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed where directed at a level not exceeding 1.50m above the starting point.
Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed at a level not exceeding 1.50m above the starting point.
Sagar Electricals (BID ID -3141514)
Ideal Infrastructure and Consultants (BID ID -3139691)
SHRIKALP ENGINEERS AND CONTRACTORS (BID ID -3142784)
K M SUBHANAIAH (BID ID -3142967)
S.P.TRADERS (BID ID -3142047)
Advait Enterprises (BID ID -3140751)
m/s Pravin s Bhosale (BID ID -3142714)
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