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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.8 CrAccepted-AOC | ₹33.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹36.8 CrRejected-Finance | ₹36.8 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹39.4 CrRejected-Finance C 57 C 59 GROUND FLOOR RAMESH NAGAR DOUBLE STOREY OPP METRO STATION NEW DELHI 110015 | WEST | DELHI | 110015 | ₹39.4 Cr | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical GAUSHALA MARKET OPP BUS STADND NARNAUL 123001 | MAHENDRAGARH | HARYANA | 123001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹28.5 Cr
EMD Value
₹57.0 L
Closing Date
19 Jun 2019, 5:00 pmClosed
Executive Engineer
Executive Engineer MC Narnaul
BEAUTIFICATION ALONG OF CHALLAK NALA in MUNICIPAL COUNCIL, NARNAUL
2019_HRY_78838_1
MCNNL/XEN/01/2019-20
Open Tender
Civil Works
548 days
MC Narnaul
Please refer Tender documents.
2 documents required · 2 mandatory
₹25,000
Executive Officer Municipal Council, Narnaul
₹57.0 L
Yes
Executive Engineer MC Narnaul
22 Mar 2024
1 Jun 2019
20 Jun 2019
1 Jun 2019
19 Jun 2019
1 Jun 2019
1 Jun 2019 - 19 Jun 2019
18 Jun 2019
Amount
providing, laying, watering and compacting granular sub base to specified lines (G-II)
Providing and laying wet mix macadam with WBM Specifiction and laid down as per MORTH Specifiction complete no 406 including preparation of sub grade in all respect
Providing and laying in position seperation membrane of 125 micron thick impermeable plastic sheet of make IPCL Shivalik or equivalent make in transparent white color over the surface of D.L.C. complete in all respect as per the entire satisfaction of the Engineer-in-Charge.
Providing and making sawcut transverse construction / contraction joint as per approved drawing provided at a maximum distance of 4.5 m including the cost of covering of dowel bars with the plastic sheath for at least 60 % of the length from one end. Initially 3 to 45 mm wide cut shall be made after 1 to 2 days upto 1/3rd depth of slab and including cost of scaling temporarily with a jute rope. At the time of sealing temporarily seal shall be taken out and 10 and 12 mm wide grooves shall be made upto a depth of 22 mm. Before sealing the joint 5 mm thick compressible de-bonding strips with paper back shall be inserted to the bottom of the groove. The groove shall be filled with poly supplied / silicon sealant. The sealant shall be applied slightly at a lower level than the slab with a tolerance of 2 + 1 mm complete in all respect as per approved drawing and entire satisfaction of the Engineer-in-Charge.
Extra for making rough surface of the concrete pavement of providing non slippery surface by mechanical cutter for safe playing of vehicles as per entire satisfaction of the Engineer-in-Charge.
Bollard SIgnages: Providing and fixing retro reflective light bollards 1500mm High as per site requirements, using non metallic micro- prismatic retro- reflective sheet confirming to IRC: 67-2012 type -IV, HIP specification fixed on 3mm thick aluminium composite material sheet as base having 0.5mm thick aluminium on both sides circular board of size 450mm dia, sheeting of blue back ground and white arrow. The other board will be of size 600mm X400mm made upof high intensity retro- reflective sheeting type - IV fixed over aluminium composite panel sheet 3mm thick both of the fixed on 80 mm NB dia 16guage M.S. Pipe duly Painted. The board to be fixed on 80mm NB dia 16 Guage M.S. Pipe duly painted . The Board to be fixed in CC 1:2:4 bock of size 300x300x450mm.
CAT EYES: Pavement Marker ( cat Eyes) Molded shank raised Pavement markers made of polycarbonate and ABS moulded body and reflective panles with micro prismatic lense face and shall support a load of 16000kg tested in accordence to ASTM D 4280 type H and complying to specifications of category A of MORTH circular No. W/NH/33023/10-97-DO III dt. 11.06.1997. The Height width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13Sqcm on each side and the slope to the base shall be 35 +/-5 degree. The strength of the detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30 +/- 2mm) from the body is to be a minimum value of 500 Kg. fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer (of the reputed make such as avery Dennison/3m/etc)
Hazard Markers: TO BE FIXED ON BRIDGES/ CULVERTS ETC. Providing and fixing retro reflective hazard marker confirming to IRC79 : 1981 of size 900x300mm with back support of MS angle 25x25x3 mm and leg post of 80mm dia having 1.6mm Thickness duly painted, 1500mm high embedded into 0.3x0.3x0.45m M20 grade concrete as per site requirements, using non-metallic micro prismatic retro reflective sheet confirming to IRC: 67-2012 Type IV specification fixed on 3mm thick aluminium composite material sheet as base having 0.5mm thick aluminium on both sides.
SHOULDER MOUNTED SIGN BOARDS: Providing and fixing of shoulder mounted sign boards of various sizes using non-metallicmicro prismatic retro reflectivesheet confirming to IRC:67-2012 TYPE IV HIP specification fixed on 3mm thick Aluminium composite panel , having 0.5mm thck Aluminium on both sides supported on mild steel Pipe leg post 80mm NB. 1.6mm thick duly painted in alternative color of black and white embeded M-29 Grade concrete foundation of size 450x450x 600mm, complete as per drawing, technical Specification and as directed by Engineer - In -Charge. MANDATORY/ REGULATORY SIGNS: - 600MM CIRCULAR "Prohibitory" Sign "No Parking" and "No Stopping" sign, "speed Limit" and Vehical Control" Sign, " restriction Ends" sign, and " Compulsory Direction Control" and other Signs Etc.
CAUTIONARY/WARNING SIGNS:- 600 mm Equilateral Triangle Left/Right curve, Right/Left Hairpin Bend, Side Road Left/Right, Y- Interesction, Cross Road, Narrow Road Ahead, Road Widens, Narrow Bridge Ahead, Reduced Carriageway, Start of Dual Carriageway, End of Dual Carriageway, Gap in Median, Pedestrain Crossing, Scool Ahead, Men at work, Speed Breaker, Rumble Strip, Guarded Railway Crossing and Other signs etc.
MANDATORY/REGULATORY SIGN;- 600 mm Octagon STOP SIGN
FACILITY INFORMATION SIGN:- 800mm x 600 Rectangular Eating Place, Light Refreshement, Resting Place, First Aid Post, Toilet, Filling Station, Hospital, Public Telephone, Foot Over Bridge, Police Station, Picnic Site, Railway Station/Metro Station/Monorail Station, Industrial Area, Cycle Rickshaw Stand, Taxi Stand, Auro-rickshaw Stand, Golf Course, National Heritage, Toll Road Ahead, Bus Stop, Bus Lane, and other signs etc.
ROUTE MARKER SIGN:- 600mm x 450 Rectangular NH Sign, Sh Sign, MDR Sign, Expressway Sign and other signs and other signs etc.
OVERHEAD SIGNS :- Providing and errecting overhead signs including gantry using non- metallic micro prismatic retro reflective sheet conforming to IRC : 67 - 2012 Type IV specification fixed on 4mm thick Aluminium Composite Panel having 0.5 mm thick Aluminium on both side supported by M.S. Pipe Structure complete as per drawing, Technical Specifications and as directed by Enfineer-in-Charge Cantilever Overhead sign ( single sided ) including gantry - Sheet on one face (T/L Shaped ) Size (5000x1500)
Road marking with Hot Applied Thermolastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level, uniform and free from streaks and holes.
Providing and fixing Rubber Rumbel Strip Speed Breaker confirming to IRC standards of size L500xW400xH75mm, made of full body polycarbonate and ABS moulded body and reflective panels with microprismatic lense face and shall support a load of 16000kg tested in accordence to ASTM d4280 type H and complying to specification category A of MORTH. the minimum reflective area per pcs is 13sqcm on each side The strength of the detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 90 +/- 2mm) from the body is to be a minimum value of 500 Kg. fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer (of the reputed make)
Providing and fixing RCC bollards of 125mm dia at every 2mts on sides of pedestrian walkway along road sides, of 1m high above pathway embeded in M30 concrete block of 300x300x450mm , with paint of balck and yellow in strips of 100mm alternatively complate in all respectes as per satisfaction of engineer in charge.
Providing and stacking on Site including transportaion loading, unloading and placing one time on site Black Granite Stone 15 to 18mm thick.
Providing and fixing chicken mesh/MURGA JALI at jointing including fixing JALI with Nails prior to plaster on walls.
Painting two coats with TEXTURE exterior paint in all shades on newly plastered or concrete surfaces of walls INCLUDING PREPRATION OF SURFACE AS REQUIRED.
Providing & fixing white vitreous china urinal partition of size 680 x 300 mm fixed with expandable anchor fasteners with C.P. brass bolts and washers, embedded in wall with anchor and set in concrete complete including cutting and making the walls wherever required.
Providing , fixing / installation, testing and commissioning best quality mirror of approved make, thickness 6mm fixed in plastic frame, colour matching with tiles above the wash basin fixed to 6mm thick plywood sheet with CP hookes near rectangular wash basin Size: 600mm x 500mm
Providing and laying non- pressure NP2 class ( light Duty) R.C.C. pipes with cllars jointed with stiff mixture of cement mortar in the proportion of 1:2( 1 cement : 2 fine sand) including testing of joints etc. complete: 150 mm dia R.C.C. Pipe
Constructing brick masonary manhole in cement mortar 1:4 (1cement: 4 coarse sand) with R.C.C top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregrate 20 mm nominal size), i/c necessary excavation, foundation coarse 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregrate 40 mm nominal size) and inside plastering 12mm thick with cement mortar 1:3 ( 1 cement :3 coarse sand), finished with a floating coat of neat cement complete as per standard design: inside size 120x90 cm and 90 cm deep including C.I. cover with frame(heavy duty) 560mm internal diameter, total weight of cover and frame to be not less than 208kg(weight of cover 108kg and weight of frame 100 kg): with sewer bricks confirming to IS 4885
providing AP GOLD GRANITE ON SITE INCLUDING LOADING UNLOADING AND STACKING ON SITE AS PER REQUIREMENT.
providing AP SAND BLASTTED GOLD GRANITE ON SITE INCLUDING LOADING UNLOADING AND STACKING ON SITE AS PER REQUIREMENT.
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. ALL type of soil 400mm dia
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge 200 mm nominal size dia
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.
Extra for additional depth for brick masonary surface drain. 30 cm drain 50cm average depth
Providing , fabricating and fixing M.S. iron grating as under. Fabricating surface drain grating (in length of 600 x 300mm) with 20 mm x 5mm thick M.S. flat welded to 25 mm x 25mm x 5 mm thick angle frame at 10mm interval, 2 Nos. hold fast on both side of grating angle frame shall be welded with angle frame setting with cement mortar 1:3 (1 Cement : 3 Coarge send) true to level as required for basement drain.
Supplying and drawing following sizes of FR LS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. With 3 x 1.5 sq. mm FR LS PVC insulated copper conductor For 7 mtr. Height Single arm Pole
Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 150 mm dia
Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 250 mm dia
Providing and fixing All in One Solar LED light Luminior 25W over Light Pole of 7mtr height, Having output of 3000 lumens
Providing and fixing LED light Luminior 30W IP 65 Street Light over Light Pole of 7mtr height Having output of 2850 lumens
providing and fixing Dustbins In position ss Dust bin
providing and fixing In position benches sleek bench
Bidder Name
Amount
Brij Gopal Construction Co. Pvt. Ltd.
M/s K. R. ANAND
PARUL CONSTRUCTION COMPANY
Brij Gopal Construction Co. Pvt. Ltd.
M/s K. R. ANAND
Brij Gopal Construction Co. Pvt. Ltd.
M/s K. R. ANAND
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