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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹33.7 LAccepted-AOC INDEX NO D 91 CESC PUNE R NO 15 6 10 JAISWAR CHAWL JAGRUTI MITRA MANDAL D M ROAD VAKOLA SANTACRUZ E MUMBAI 400055 | MUMBAI SUBURBAN | MAHARASHTRA | 400055 | L-1 | Accepted-AOC Being L-1 | |
| 2 | L-2₹34.4 L+₹47,945 (1.42%)Rejected-Finance BLDG NO XI 74 NEAR VALLARAM KULLANGARA TEMPLE KUNHIMANGALAM KOVVAPPURAM PO KANNUR DIST KERALA 670309 | KANNUR | KERALA | 670309 | L-2 | Rejected-Finance Being L-2 | |
| 3 | L-3₹35.3 L+₹1.4 L (4.26%)Rejected-Finance 301 CHAMUNDA ENCLAVE PLOT NO 89 AIROLI SECTOR 8A NAVI MUMBAI 400 708 | THANE | MAHARASHTRA | 400708 | L-3 | Rejected-Finance Being L-3 | |
| 4 | L-4₹35.4 L+₹1.6 L (4.65%)Rejected-Finance 64 A JASRAJ MANSION 1ST FLOOR OLD HANUMAN LANE KALBADEVI ROAD MUMBAI 400 002 | MUMBAI | MAHARASHTRA | 400002 | L-4 | Rejected-Finance Being L-4 | |
| 5 | L-5₹37.8 L+₹3.9 L (11.6%)Rejected-Finance B BLOCK 2 3 RAM BACHAN V B NAGAR PIPE ROAD KURLA W MUMBAI 400070 | MUMBAI SUBURBAN | MAHARASHTRA | 400070 | L-5 | Rejected-Finance Being L-5 |
Tender Value
₹60 L
EMD Value
₹1.1 L
Closing Date
21 Dec 2023, 6:00 pmClosed
CWE (SUBS) MUMBAI
Commander Works Engineer Subs NCHC Powai Bhandup Post Office Mumbai 400 078
RESURFACING / REPAIRS TO ROAD AND ROAD FURNITURE AT INS HAMLA
2023_MES_629278_1
8459/E8
Open Tender
Civil Works
Item Rate
180 days
HAMLA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (NW) BHANDUP
₹1.1 L
Yes
25 Jan 2024
21 Nov 2023
23 Dec 2023
21 Nov 2023
21 Dec 2023
13 Dec 2023
Amount
Demolition of cement concrete in ground floor / paving not exceeding 15Cm thick below or above GL unreinforced complete all as specified and directed.
M&L Cement concrete type B-2 ,1:2:4 (using 40 mm graded stone aggregate ) 100 mm thick laying in floor / paving and spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green and including necessary form work complete all as specified and directed.
M&L Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound,Grade ‘A’ all for 100 mm thick concrete slab all as specified and directed.
M&L Cement concrete type D-2 ,1 : 4 : 8 (using 40 mm, graded stone aggregate ) 75 mm thick laying in floor / paving including necessary form work complete all as specified and directed.
M&L sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
M&Lfor Machine pressed precast concrete inter locking paver blocks of any shape and size conforming to IS 15658- 2006 of 60 mm thick M-35 grade with grey cement and pigment with glass finish and including removing the existing paver blocks complete all as specified and directed..
M & L for repairs to potholes any depth, not exc 1sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed.
M&L for preparation of existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed.
Scarifying and picking gravelled macadam or bituminous macadam surfaces in area exc 400 Sqm, exc 50 mm deep and not exc100mm deep complete all as specified and as directed by Engineer-in-charge
M&L for applying evenly a tack coat with paving bitumen of VG-30 grade @ 5 Kg per 10 Sqm with pressure sprayer over existing black top surface etc complete all as specified and directed.
M&L for premix bituminous macadam (BM) (consolidated thickness 75mm or less) with 4% binder content (paving bitumen of grade VG-30) by weight of total mix prepared in hot mix plant, laying of mix with self propelled mechanical paver, duly rolled and compacted to required camber and gradient with 08 to 12 tonne power roller and vibrating roller etc complete all as specified and directed. Notes: The contractor's quoted rates shall also be deemed to include the following elements: (i) The contractor shall get the mix design done through Govt. approved Lab and the same shall be got approved from the GE before providing BM. (ii) In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted @ Rs.32/- per Kg
M&L for applying evenly a tack coat with paving bitumen of VG-30 grade @ 10 Kg per 10 Sqm with pressure sprayer over unsurfaced WBM etc complete all as specified and directed.
M&L for Bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content (paving bitumen of VG-30 grade) by weight of total mix prepared in hot mix plant, laying of mix with self propelled mechanical paver, the surfaces rolled and compacted to required camber and gradient with 08 to 12 tonne power roller and tandem vibrating roller etc complete all as specified and directed. Notes: The contractor's quoted rates shall also be deemed to include the following elements: (i) The contractor shall get the mix design done through Govt. approved Lab and the same shall be got approved from the GE before providing SDAC. (ii) In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted @ Rs.32/- per Kg .
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
M&L for Providing and laying at or near ground level, factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.
M&L preparation of new concrete surfaces, and applying two coats of synthetic enamel paint over one coat of primer etc , complete all as specified and directed.
M&L preparation of old concrete surfaces, and applying one coat of synthetic enamel paint, complete all as specified and directed.
Exavating in trenches in soft / loose soil n. exe 1.5 m wide and n. exe 1.5 m in depth, for foundation etc or for shafts, wells, cess pits, man holes, pier holes etc n exe 10 sq m on plan n exe 1.5 m depth and getting out complete all as specified and directed
M & L for cement concrete 1:4:8 type D-2, using 40 mm graded stone aggregate as in foundation complete all as specified and directed.
M&L for 300 mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed.
M&L for cement concrete 1:3:6, type C2 using 40 mm graded stone aggregate in Cement concrete in drain pipes of 300 mm bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed
M & L for brick work in sub class 'B' Bricks old size, straight or curved on plan exc 6m mean radius, built in cement mortar 1:4, complete all as specified and directed.
M & L for cement concrete 1:4:8 type D-2, using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed.
Rendering 10mm thick cement plaster 1:4, surface finished even and fair without using extra cement complete all as specified and directed.
Dismantling cat eye and dealineator any description complete all as per direction of Engineer-in-charge.
S&F for Supply and fix solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd complete as per manufactures instructions etc. all as specified and directed
S&F cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions and as directed.
S&F in replacement convex mirror made of polycarbonate of size 80cm dia (Make : Sun eyes Cat No SE-207 or equivalent as approved by the GE) complete including MS pipe, medium grade, 32 mm bore, 2.00metre high (duly painting of external steel surfaces with 2 coats of synthetic enamel paint over 1 coat of red oxide primer) with suitable fixing accessories such as nuts, bolts, washers etc and inserted in PCC 1:2:4 type B-1 (using 20mm graded aggregate) block of size 300mm x 300mm x 500mm with necessary excavation and disposal of soil as per site requirement, complete all as specified and directed.
S&F metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed. Make : Dark Eye Guide post Cat No. Da 74 or equivalent as approved by the GE.
Dismantling sign boards any description complete all as per direction of Engineer-in-charge.
Manufacturing, supplying and fixing retro reflective Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 0x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.
Manufacturing, supplying and fixing retro reflective Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S.message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.
Manufacturing, supplying and fixing retro reflective Overhead informatory road signage and boards, made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTMD- 4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Rectangular area of the sheet only shall be measured for payment).
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed
RS Enterprises
S K ENTERPRISES
M/s Mukesh Engineers
Genius Construction Co.
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