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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 LAccepted-AOC 203 NIVAAN LAXMI SOCIETY PLOT NO 169 SECTOR 19 KHARGAHAR NAVI MUMBAI 410210 | RAIGAD | MAHARASHTRA | 410210 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹19.6 L+₹1.7 L (9.63%)Rejected-Finance | L2 | Rejected-Finance Being not L1 | |
| 3 | L3₹20.4 L+₹2.5 L (14.1%)Rejected-Finance R 512 KEGAON BANDHILWADI TAL URAN DISTRICT RAIGAD NAVI MUMBAI 400 702 | RAIGAD | MAHARASHTRA | 400702 | L3 | Rejected-Finance Being not L1 | |
| 4 | L4₹21.8 L+₹3.9 L (21.7%)Rejected-Finance HOUSE NO 37 AT VINAYAK URAN DIST RAIGAD NAVI MUMBAI MAHARASHTRA 400702 | RAIGAD | MAHARASHTRA | 400702 | L4 | Rejected-Finance Being not L1 | |
| 5 | L5₹21.8 L+₹3.9 L (21.8%)Rejected-Finance | L5 | Rejected-Finance Being not L1 |
Tender Value
₹29.9 L
EMD Value
₹59,900
Closing Date
15 Jan 2020, 6:00 pmClosed
GE NW KARANJA
NAVAL STATION KARANJA, URAN, RAIGAD, MAHARASHTRA
REPAIRS TO FENCING AREA DRAINAGE COMPOUND WALL FOOT PATH RR MASONARY HARD STANDING IN NOFRA NAVY NAGAR AND BAZAR AREA UNDER AGE BR I NW AT NS KARANJA
2019_MES_308173_1
8220/03/E8
Open Tender
Civil Works
Item Rate
330 days
GE NW KARANJA
REPAIRS TO FENCING AREA DRAINAGE COMPOUND WALL FOOT PATH RR MASONARY HARD STANDING IN NOFRA NAVY NAGAR AND BAZAR AREA UNDER AGE BR I NW AT NS KARANJA
8 documents required · 8 mandatory
₹500
Yes
GE NW KARANJA
₹59,900
Yes
11 Feb 2020
20 Dec 2019
16 Jan 2020
20 Dec 2019
15 Jan 2020
3 Jan 2020
20 Dec 2019 - 3 Jan 2020
Amount
Demolition of Brickwork or stone/boulder masonry, built in CM or cement lime mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework & precast concrete articles complete all as specified and directed.
M&L Random rubble walling, uncoursed, well bonded, bedded and solidly hearted built in CM (1:4). Complete all as specified and directed.
M&L Random rubble walling (except stone) uncoursed, well bonded, bedded and solidly hearted built in CM (1:6). Complete all as specified and directed.
Extra over stone walling for hammer dressing to face stones & dressing of face beds and joints, with max.depression on face from straight edge held against the dressed surface n exc.20mm in granite or trap sotne, of random rubble walling, uncoursed or brought upto courses. Complete all as specified and directed.
M&L raised pointing to random or polygnal rubble, or polygonal rubble, uncoursed or brought upto course cement mortar 1:4. Complete all as specified and directed.
M&L PCC in lintels upto 1.5m clear span, cills, steps, seismic & other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs complete all as specified and directed.
Brickwork with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6). Complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped end etc. complete all as specified and directed.
Taking down cement or cement lime plaster, any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. Complete all as specified and directed.
M&L 15mm thick cement plaster (1:6) on fair faces of brick work or concrete surfaces. Complete all as specified and directed.
Applying three coats of white wash on new wall surface including preparation of surface. Complete all as specified and directed.
Demolition of PCC in ground floors & pavings n exc 15 cm thickness (below or above ground level) (unreinforced). Complete all as specified and directed.
M&L 75mm thick PCC type C-2, (1:3:6) using 40mm graded stone aggregate as in sub-base. Complete all as specified and directed.
M & L for machine pressed pre-cast concrete coloured rubber moulded interlocking paver block any shape and size conforming to IS-15658-2006, of 60mm thickness, M-35 grade with grey cement and pigment laid dry over and including stone dust or sand base not less than 50mm thick and compacted using vibrator complete all as specified and directed.
M & L for machine pressed pre-cast concrete coloured rubber moulded interlocking paver block any shape and size conforming to IS-15658-2006, of 80mm thickness, M-40 grade with grey cement and pigment laid dry over and including stone dust or sand base not less than 50mm thick and compacted using vibrator complete all as specified and directed.
M&L 25mm thick PCC type B-0, (1:2:4) using 12.5mm graded stone aggregate. Complete all as specified and directed.
S & F exterior grade heavy duty cement concrete designer tiles 23 + 2mm thick, bayer colour pigment as per 15 1237-1980 (Reaffaired in 2006) design as CHITRA type (Samples as approved by Engr-in-Charge) over and including 15mm thick screed bed in CM (1:6) complete all as specified and directed.
M&L 75mm thick PCC type C-2, (1:3:6) using 40mm graded stone aggregate as in plinth protection incl joints along with fill with sand and bitumen. Complete all as specified and directed.
M&L 100mm thick PCC type B-2, (1:2:4) using 40mm graded stone aggregate as in hardstanding and path. Complete all as specified and directed.
Forming 12mm thick expansion joint filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade B for thickness of slab 100mm, complete all as specified and directed.
Dismantling fencing wire mesh, any type. Complete all as specified and directed.
S & F mild steel security chain link fencing 60mm x 60mm with PVC coated mesh made out of 3mm dia MS wire and 1.00mm thick PVC coating throughout fixed to RCC/angle post including binding wire complete all as specified and directed
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion & making good disturbed ground embedded in Concrete, brick work, masonry, etc. Complete all as specified and directed.
M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate. Complete all as specified and directed.
S&F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled & countersunk for balusters running bars, for doors,balusters,nosing to steps including embeding in concrete & screwing etc. wind ties for roof including securing bolts; posts & struts in fencing 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 or riveting, etc., & similar work conforming to Fe 290-0 Gde E-165. Complete all as specified and directed.
Applying two coats of synthetic enamel paint on steel & iron surfaces of any description, not otherwise, described, over 10cm width or girth including preparation of new surface & applying one coat of red oxide, zinc chrome. Complete all as specified and directed.
S&F in repair Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings & straining & fixing to any type of standard rails straining bolts, including, securing or tying at crossings with & provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured). Complete all as specified and directed.
Demolition of reinforcement concrete of any description and in any position for drain cover slab complete all as specified and directed.
S&F heavy duty ductile iron grating for drain size (450mmX600mm) bearing load capacity 25.00 tonne and weight of grating not less than 40.00 Kgc complete all as specified and as directed by EIC.
M&L Mild steel bars 10mm dia and over, round bars cut to length, but not to shape required, including cranking, bending spirally for hopping etc. and binding with and including mild steel wires (annealed) not less than 0.9mm dia or securing with clips duality conforming to FE-N10-W (Grade-E-250) quality B complete all as specified and directed
S&F rolled mild steel in joist, angle channel section fixed independently, without comnnecting plates etc of grade FE-410W (Grade-E-250) quality B complete all as specified and directed .
SHABARICONSTRUCTIONS
Pheonix Engineers & Contractors
S.P.TRADERS
GB construction
Shri Krishna Trading Corporation
INDIA ENGINEERS AND CONTRACTORS
M/s S.D Construction Co
Dinesh Enterprises
Unique Associates
M.K Enterprises
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