Roads And Buildings Department Tender
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Costs
EMD
₹ 1,06,72,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Ghat Road To (i) Latif Saheb Gutta From Km 0/000 To Km 3/660 And (ii) Brahman Gari Mattam Shivalayam From Km 0/000 To Km 1/450
Description
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Contact
Tender Id
568520Tender No
568520Tender Authority
Roads And Buildings Department ViewPurchaser Address
-Website
http://http://www.rnbgujarat.org/
GEM & Bid Advisory Services
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BOQ Items
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Road work;Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HI- impact polysterene ) or ABS or ASA (Acrylic strene Acrylonitrite) and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No.RW/NH/33023/10-97-DOIII Dt.11-06-1997.The height, width and length shall not exceed 50mm,100mm and 100mm and with minimum refelective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree.The Strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2 mm and height not less than 30 +/- 2 mm ) from the body is to be a minimum value of 700 Kgs.Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as per the instructions by the Engineer-in-Charge.
922
399
367878
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Road work;Providing and fixing Mandatory / Regulatory sign boards size 600 mm circle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge.
32
6915
221280
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Road work;Providing and fixing Village name board size 600x800 mm made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paintBlackandWhite colourwith bandsof 30cmof height. The signpostshall befirmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer ?in-Charge.
20
9629
192580
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Road work;Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge
34
8192
278528
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Road work;Providing & fixing junction boards of size 1500 x 1200 mm made out of Type ? XIof ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro Retro reflective sheeting Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 4MM Alluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing wit h 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge
22
34327
755194
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Road work;Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent/ Equivalent brand and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997.(Data communicate vide E-in-C(R&B) SR&CRN, Circular Memo No.RSI/DCE(R)/Con.Er(RS/DEE(RS)/AEE(RS)/2022, Dt:23.11.2022
1789
728
1302392
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Road work;Providing,Supply and fixing of heavy duty type single compression brass cable glands duly nickel plated complete with brass checknut, outer sheath sealing rubber ring and washers suitable for 25 Sqmm to 50.0 Sq.mm 3.5 Core XLPE insulated armoured cable, including all labour charges and miscellaneous items etc complete. Makes: SMI / Commet / Dowels. (ELEC-4.3.1.c) for Street lighting
170
396
67320
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Road work;Excavation for roadwork in soils up to SDR by manual means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., complete including (excluding seigniorage) charges for finished item of work for trench cutting with all leads & lifts up to 1000 m etc complete as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge for Street lighting
21.6
427
9223
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Road work;Providing and placing plain cement concrete for electrical poles levelling course with grade M15 with crushed stone aggregate of 20 mm nominal size,minimum cement content 220 kg/cum, max free water cement ratio 0.60, including production from concrete mixer, vibrating, compacting including formwork, cost of all materials, labour, hire charges of machinery, transportation,loading &unloading, stacking charges, curing, dewatering including pumping etc. complete including all leads & lifts and as per drawings, technical specifications and the direction of Engineer-In-Charge for Street lighting
5.4
6122
33059
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Road work;Supply & Laying of 2.5 Sqmm (36/0.3mm) 4 Core PVC / XLPE Insulated Sheathed Multi Core Bright Annealed Bare Copper Conductor Heavy Duty Industrial Cables for Voltage Grade upto 1100 Volts as per IS: 694:1990 including all transportation charges etc. complete and as directed by the the Engineer-In-Charge. Makes :Finolex / RR kabel / Havells / Polycab / RPG / KEI / Gloster / V-Guard / Finecab / SPM / Gemini / Unistar / Windsor / Payal / Fortune Arrt / Avocab / Pawancab / Nakoda / HPL / Sudhakar / Bonton / Ollvin. (ELEC-1.5.6.t) for Street lighting
220
205
45100
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Road work;Supply and transportation of 200 W +/-10% (>=20000 Lumens) LED Flood light Luminaire made of pressuredie cast aluminum housing with powdercoated, having toughened glass cover, Suitable lens on LEDs, IP 66 (Silicongasket ensures Optical & Electricalcompartments are IP 66 )protected, wideoperating voltage range , P.F > 0.90,System having efficacy >110lumens/watt, with Ingress protectionIP66, Driver surge protection >10KV, THD<15%, CCT: 3000- 6500K as desiredby the department and as per IS, CRI>70,Inbuilt Electrical protections like Overvoltage, short circuit, Over load, OpenCircuit, Miswiring, etc complete with BIScertification with 5 years warranty. The contractor has to furnish themanufacturer warranty letter, LM 79 and LM 80 certificates. LUMINAIRE MAKE : PHILIPS / OSRAM / GEVenture / CROMPTON / BAJAJ / Surya /Wipro / Jaquar / Eveready / Halonix /Keselec / HAVELLS / POLYCAB / SURYA /SYSKA./ Capart / Fortune Arrt / FIEM /Arraystorm / GM / Goldmedal / Panasonic/ Silicon / Leksa / Orient / HPLLED MAKE : PHILIPS LUMILEDS / CREE /NICHIA / OSRAM / SAMSUNG / LG LEDs. (ELEC-3.5.4.e) for Street lighting
35
17110
598850
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Road work;Earth work exacavation with a approximate quantity of 6.0 Cum for errection of 16 Mtrs high mast and refilling with a quantity of 0.65 Cum of PCC 1:4:8, 2.60 Cum M 20 grade concrete and (110 Kgs) reinforced steel of 12mm / 10mm / 8mm, Soil bearing capacity of 10 T/Sqm, Anchor plate with cost and conveyance of all above materials including labour charges for errection of High Mast and Carraige etc complete including soil testing. etc. complete and as directed by the the Engineer-In-Charge. ELEC-8.7.2 for Street lighting
5
46980
234900
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Road work;Fabrication, transportation and supply of 16 Mtrs Polygon High Mast with two sections of Bottom 4mm thick and Top section with 3mm thick with GLS type aviation lamp of Bottom 360mm and Top 150mm dia with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate, having a base plate of size 560mm dia 25mm thick with its accessories. Mast shall be in 2 sections and should be hot dip galvanized and suiatble for wind velocity of 180 KMPH as per IS 875 part 3 including head frame, 2 point suspension system with steel rope 6mm dia (7/19) construction double drum winch / power tool, and necessary cable trailer connections and single speed motor with M 24 x 800 mm foundation bolts of required quantity, suitable for 6 Flood lights, with GLS type aviation twin lamp Makes : BAJAJ / VALMONT / TRANSRAIL / SKIPPER / UTKARSH / LAASMA / CONSOUL ELEC-8.5.2 for Street lighting
5
172860
864300
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Road work;Providing,supply, Installation, testing and commissioning of alluminium lugs confirming to I.S specifications for cable upto 25 Sq.mm including nuts and bolts with connections. Including all fixtures & fittings complete technical specification etc. complete and as directed by the the Engineer-In-Charge. Make:Comet ,Jainson (ELEC - 4.4.2.b) for Street lighting
96
57
5472
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Road work;Supply and Laying ,testing commisioning of 25 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specificationconfirming to IS:7098 (Part - I). Makes : Torrent / Universal / Unicab / Polycab / Havells /Gloster / KEI Including all fixtures & fittings etc. complete and as directed by the the Engineer-In-Charge. (ELEC-4.1.1.g) for Street lighting
1200
409
490800
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Road work;Supply and fixing of Automatic Street Light Control System with Optical Sensor, Low volatage / High voltage trip and reset, operating voltage 380 - 450 V AC, 50 HZ with suitable SMC enclousure of IP 54 protection, MCBs of Legrand / Schneider / L&T / Siemens of 10KA C/D curve and Contactor suitable to control the load of 8 kW Three phase load with necessary clamping arrangementsetc. complete and as directed by the the Engineer-In-Charge. Makes : Swadeep Nature Switch / Light Mate / L&T / Siemens / Bajaj (ELEC-3.2.2.b) for Street lighting
12
17042
204504
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Road work;Supply, Transportation and fixing of suitable out door feeder piller box of size made with 14 SWG CRCA sheet with double door arrangement, making powder coating after processing of 7 Tank process, lock and key, hinges, rubber gasket, danger board,suitable angle iron stand for mounting the feeder pillar with cement concrete, including Supply and fixing of Legrand / Schnieder make 63A, 4 Pole MCB as incomer, 9 Nos 6-32A SP MCBs as out goings, indication lamps, din channel, 6 Sqmm 3 core copper cable for invidual light control, connectors, bus bars, shroudings, gland plates and provision for 3 phase energy meter etc., complete for finished item of work and suitable wiring provision for connecting the nature switch Complete. (ELEC-8.6.2.b) for Street lighting
12
30767
369204
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Road work;Providing Independent Earthing for Important equipment with 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connectedwith reducer providing G.I funnel with mesh enclosed in C.C/ brick massonry chamber of 450m x 450m x 400mm with R.C.C. Slab cover duly providing staggered holes filling with 20Kg Salt and 40Kg Charcoal or 40Kg bentonite powder from the bottom of the pipe giving earth connection from electrode through G.I strip of 40 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II) etc. complete and as directed by the the Engineer-In-Charge. (ELEC-8.16.7) for Street lighting
24
6635
159240
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Road work;Supply & laying of 25 X 3mm GI Strip including cost of all accessories including connections and labour chargesetc. complete and as directed by the the Engineer-In-Charge.(ELEC-10.3.6) for Street lighting
240
110
26400
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Road work;Supplying and laying 8 SWG G.l. wire for earthing including connection /termination with Gl thimble etc. complete and as directed by the the Engineer-In-Charge. (ELEC-10.3.6) for Street lighting
240
30
7200
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Road work;Supply and Transportation of Outer dia 63mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II with all accessories like couplers, bends, end caps, Ts etc., complete technical specification as per instructions of EIC . Makes: DURA LINE (Dura Guard) / Bajaj / Gamson / Ultra Plus (ELEC-4.9.1.b) for Street lighting
6300
153
963900
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Road work;Supply and Fixing of heavy duty type single compression brass cable glands duly nickel plated complete with brass checknut, outer sheath sealing rubber ring and washers suitable for 10 Sqmm 4 Core XLPE insulated armoured cable etc. complete and as directed by the the Engineer-In-Charge. Makes: SMI / Commet / Dowels. (ELEC-4.3.1.b) for Street lighting
12
317
3804
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Road work;Supply, Laying and testing of 10 Sqmm 4 Core XLPE insulated, 1100V grade armoured alluminium cable as per specificationconfirming to IS:7098 (Part - I). Makes : Torrent / Universal / Unicab / Polycab / Havells /Gloster / KEI Including all fixtures & fittings etc. complete and as directed by the the Engineer-In-Charge. ELEC-4.1.1(e) for Street lighting
1408
284
399872
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Road work;Supply & Laying of 2.5 Sqmm (36/0.3mm) 4 Core PVC / XLPE Insulated Sheathed Multi Core Bright Annealed Bare Copper Conductor Heavy Duty Industrial Cables for Voltage Grade upto 1100 Volts as per IS: 694:1990 including all transportation charges etc. complete and as directed by the the Engineer-In-Charge. Makes :Finolex / RR kabel / Havells / Polycab / RPG / KEI / Gloster / V-Guard / Finecab / SPM / Gemini / Unistar / Windsor / Payal / Fortune Arrt / Avocab / Pawancab / Nakoda / HPL / Sudhakar / Bonton / Ollvin. (ELEC-1.5.6.t) for Street lighting
5100
205
1045500
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Road work;Supply & Laying of 2.5 Sqmm (36/0.3mm) 3 Core PVC / XLPE Insulated Sheathed Multi Core Bright Annealed Bare Copper Conductor Heavy Duty Industrial Cables for Voltage Grade upto 1100 Volts as per IS: 694:1990 including all transportation charges etc. complete and as directed by the the Engineer-In-Charge. Makes :Finolex / RR kabel / Havells / Polycab / RPG / KEI / Gloster / V-Guard / Finecab / SPM / Gemini / Unistar / Windsor / Payal / Fortune Arrt / Avocab / Pawancab / Nakoda / HPL / Sudhakar / Bonton / Ollvin. (ELEC-1.5.6.n) for Street lighting
4760
182
866320
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Road work;Providing,supply, Installation, testing and commissioning of 150 Watts LED Street light Body made of high gradepressure die ? cast Aluminium alloy withcorrosion resistant powder coat, having protective toughened glass cover,Suitable lens on LEDs, Less Glare, IP 66(Silicon gasket ensures Optical &Electrical compartments are IP 66) protected, wide operating voltage range, P.F > 0.90, System having efficacy >110 lumens/watt, with Ingress protection IP66, Potted driver, Driver surge protection >10KV, THD<15%, CCT: 3000- 6500K as desired by the department and as per IS, CRI>70, Inbuilt Electrical protections like Over voltage, short circuit, Over load, Open Circuit, Miswiring, etc complete with BIS certification with 5 years warranty. The contractor has to furnish the manufacturer warranty letter, LM 79 and LM 80 certificates.complete and as directed by the the Engineer-In-Charge.LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG LEDs. LUMINAIRE MAKE : PHILIPS / OSRAM / GE Venture /CROMPTON / BAJAJ / VIN / Wipro / Jaquar / Keselec / HAVELLS /HPL / SURYA / SYSKA. LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM /SAMSUNG / LG LEDs. (ELEC-3.5.1.j) for Street lighting
170
11765
2000050
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Road work;Fabrication, Transportation, supply & Fixing of 1.5 Mtr sword type or any decorative Single arm bracket with dooms complete with all accessories with MS galvanized 50mm dia Pipe etc. complete and as directed by the the Engineer-In-Charge. Makes: BAJAJ / VALMONT / TRANSRAIL /SKIPPER / UTKARSH / LAASMA / CONSOUL/ Lysaght pole (ELEC-7.4.2 c) for Street lighting
170
5135
872950
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Road work;Foundation and erection charges with special T&P, for 9.00Mtrs / 10Mtrs long Octagonal / Conical pole duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtrx0.60Mtrsx1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement as directed by the field engineers during execution including centering, decentering, water curing as required, soil exacavation, back filling, muffing removal and coil earthing including all labour charges and cost and conveyance of materials etc. complete. and as directed by the the Engineer-In-Charge. (ELEC-8.11.3) for Street lighting
170
9998
1699660
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Road work;Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including chain for anti theft mechanism, supply of suitable boards with bakelite sheet, din channel for MCB's as per IS specification suitable to withstand the wind speed of 180 KMPH for 10 Mtrs height Pole having dimensions Bottom 175mm, Top 70mm with 3mm thick, base plate 275 x 275 x16mm and 4 Nos of M24 x 750mm long 'J' bolts along with template or equivalent. etc. complete and as directed by the the Engineer-In-Charge. Makes: BAJAJ / VALMONT / TRANSRAIL / SKIPPER / UTKARSH / LAASMA / CONSOUL ( ELEC-8.3.1.c ) for Street lighting
170
24052
4088840
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Road work;Providing, Laying, Spreading of precast concrete blocks for paving of M-50 grade and thickness not less than 100 mm for Heavy traffic areas conforming to IS 15658:2006 in all shapes and designs as approved by the Engineer-in-charge in footpath and Light traffic areas, including transportation, loading & unloading, laying to desired lines and levels etc. complete as per drawings, specifications and as directed by Engineer-In-Charge for Parking
4500
948
4266000
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Road work;Filling with Sand bed for Footpaths and conveyance of materials to site etc., complete as per drawing and MoRT&H ( 5th Revision) and as directed by the Engineer-in-Charge for Parking
135
2144
289440
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Road work;Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work for Parking
1125
2941
3308625
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Road work;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge for Parking
900
2665
2398500
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Road work;Construction of Subgrade with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR = 10%, PI < 18%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). Note: The work of subgrade shall be carried out as per Plan & Profile and Payment will be based on levels for finished item of works for Parking
2275
452
1028300
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Road work;Construction of Embankment with material obtained from borrowed useful earth from outside road boundary MDD of 15.20 KN/Cum , FSI < 50%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). Note: The work of embankment shall be carried out as per Plan & Profile and Payment will be based on levels for finished item of works for Parking
910
373
339430
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Road work;Earthwork excavation in Hard Rock (Blasting Prohibited) by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge for Parking
1138
1022
1163036
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Road work;Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres etc complete as per the directions and requirements of Engineer-In-Charge for Parking
1138
348
396024
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Road work;Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge for Parking
910
54
49140
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Road work;Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision for Parking
0.46
39698
18261
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Road work;Providing dry rough stone revetment 300 mm thick with HBG stone of not less than 300 mm size including cost, (excluding seigniorage) charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th revision ) and as directed by the Engineer-in-Charge for Pitching of slopes for Slope protection works
6364
2216
14102624
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Road work;Providing and filling bedding of Gravelly soils around the pipes of Hume pipe culverts suitably compacted / rammed including cost, (excluding seigniorage) and conveyance of materials to site etc., complete as per drawing and MoRT&H ( 5th Revision) and as directed by the Engineer-in-Charge for Pipe culvert
247
848
209456
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Road work;Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work for Pipe culverts
375
12219
4582125
... More
Road work;Vibrated cement concrete M20 Grade Concrete using 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification1500,1700, 2200 (5th Revision) for Sub Structure for Pipe culverts
371
5618
2084278
... More
Road work;Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for levelling course for Pipe culverts
186
5199
967014
... More
Road work;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge for Pipe Culvert
780
128
99840
... More
Road work;Supply and Laying of half perforated PVC pipe of 160mm diameter pipe -10 kgs/Cm2 for drainage prupose behind the Gabion facia as per the approved design and as directed by the directions of Engineer-In-Charge for Retaining wall (Gabion)
4832
875
4228000
... More
Road work;Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP, JSW & Shyam as approved by Ministry of Steel) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for substructure RCC items for Retaining wall (Gabion)
33
74291
2451603
... More
Road work;Supply and laying of drainage composite for drainage purpose behind the reinforced soil wall of gabion facia as per the approved designs and drawings and as directed by the Engineer-In-Charge for Retaining wall (Gabion)
14350
290
4161500
... More
Road work;Providing and laying Non woven Geotextile made of polypropylene of 200 GSM behind the Gabion facia as per the approved design and as directed by the directions of Engineer-In-Charge for Retaining wall (Gabion)
54348
55
2989140
... More
Road work;Supply and Laying of Uniaxial highstrength Polyester geogrid as soil reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester yarn withmolecular weight > 25,000 and carboxyl end groups < 30, to ensure high strengths, low creep and excellent durability. as per the approve designs and drawings & as per the directions of Engineer-In Charge B) Ultimate tensile strength of 400 KN/m for Retaining wall (Gabion)
4500
777
3496500
... More
Road work;Supply and Laying of Uniaxial highstrength Polyester geogrid as soil reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester yarn withmolecular weight > 25,000 and carboxyl end groups < 30, to ensure high strengths, low creep and excellent durability. as per the approve designs and drawings & as per the directions of Engineer-In Charge B) Ultimate tensile strength of 350 KN/m for Retaining wall (Gabion)
5250
686
3601500
... More
Road work;Supply and Laying of Uniaxial highstrength Polyester geogrid as soil reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester yarn withmolecular weight > 25,000 and carboxyl end groups < 30, to ensure high strengths, low creep and excellent durability. as per the approve designs and drawings & as per the directions of Engineer-In Charge B) Ultimate tensile strength of 300 KN/m for Retaining wall (Gabion)
21032
596
12535072
... More
Road work;Supply and Laying of Uniaxial highstrength Polyester geogrid as soil reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester yarn withmolecular weight > 25,000 and carboxyl end groups < 30, to ensure high strengths, low creep and excellent durability. as per the approve designs and drawings & as per the directions of Engineer-In Charge B) Ultimate tensile strength of 250 KN/m for Retaining wall (Gabion)
21736
507
11020152
... More
Road work;Supply and Laying of Uniaxial highstrength Polyester geogrid as soil reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester yarn withmolecular weight > 25,000 and carboxyl end groups < 30, to ensure high strengths, low creep and excellent durability. as per the approve designs and drawings & as per the directions of Engineer-In Charge B) Ultimate tensile strength of 200 KN/m for Retaining wall (Gabion)
34534
403
13917202
... More
Road work;Supply and Laying of Uniaxial highstrength Polyester geogrid as soil reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester yarn withmolecular weight > 25,000 and carboxyl end groups < 30, to ensure high strengths, low creep and excellent durability. as per the approve designs and drawings & as per the directions of Engineer-In Charge B) Ultimate tensile strength of 150 KN/m for Retaining wall (Gabion)
55237
308
17012996
... More
Road work;Supply and Laying of Uniaxial highstrength Polyester geogrid as soil reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester yarn withmolecular weight > 25,000 and carboxyl end groups < 30, to ensure high strengths, low creep and excellent durability. as per the approve designs and drawings & as per the directions of Engineer-In Charge a) Ultimate tensile strength of 100 KN/m for Retaining wall (Gabion)
39189
215
8425635
... More
Road work;Supply and placement of selected fill having an angle of internal frictionn not less than 32 degrees, percent fines < 15% and plasiticityindex should not exceed 6% and compacting to attain 95% proctor density of fill material in layers cost, seigniorage charges andconveyance of all materials to work site and spreading in uniform layers by approved means, on prepared surface and compactingwith vibratory roller to achieve the desired density at OMC etc., complete for finished item of work as per MoRT&H specification 401 & 407 (4th revision) and as directed by the Engineer-in-charge for Retaining wall (Gabion)
128116
373
47787268
... More
Road work;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges ,centering, machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (5th Revision) for levelling course for Retaining wall (Gabion)
2053
6122
12568466
... More
Road work;Providing and construction of Gabion Structure for earth with Mechanically woven double twisted hexagonal shaped wire mesh Gabion Boxes as per IS 16014-2012 Morth Clause 2500 of required sizes, mesh type 6x8, Zn+PVC coated mesh wire dia 2.2/3.2mm (ID/OD) mechanically edged/sevedged with galvanization as per EN 10223-3 with partitions at every 1m interval andshall have minimum 10 numbers of mesh perpendicular to twist, Gabion boxes with lacing wire of dia 2.2/3.2mm (ID/OD) supplied@ 3% by weight of Gabion boxes including transportation, placing at indicated places, filled with boulders with size of 150-25mm asper direction of Engineer-in-Charge including tools, plant, labour, placing & packing tightly with less than 40% porosity and tying of Gabion boxes etc, complete in all respect carrying the material from nearest approach with all leads and lifts. Measurements will be based on dimension Gabion Box. (Sample dimension of 3x1x0.3m) for Retaining walls (Gabion)
1332
3846
5122872
... More
Road work;Providing and construction of Gabion Structure for earth with Mechanically woven double twisted hexagonal shaped wire mesh Gabion Boxes as per IS 16014-2012 Morth Clause 2500 of required sizes, mesh type 10x12, Zn+PVC coated mesh wire dia2.7/3.7mm (ID/OD) mechanically edged/sevedged with galvanization as per EN 10223-3 with partitions at every 1m interval andshall have minimum 10 numbers of mesh perpendicular to twist, Gabion boxes with lacing wire of dia 2.2/3.2mm (ID/OD) supplied@ 3% by weight of Gabion boxes including transportation, placing at indicated places, filled with boulders with size of 150-25mm asper direction of Engineer-in-Charge including tools, plant, labour, placing & packing tightly with less than 40% porosity and tying of Gabion boxes etc, complete in all respect carrying the material from nearest approach with all leads and lifts. Measurements will bebased on dimension Gabion Box. (Sample dimension of 2x1x0.8m & 2x1x0.5m) for Retaining walls (Gabion)
12435
3846
47825010
... More
Road work;Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per the approved design and as per dimensions in the approved drawing (for Monolithic Crash Barrier cum footpath) and at locations directed by the Engineer, all as specified as per morth 5th revision & as directed by Engineer-In-Charge for Crash Barrier & Footpath
4000
14911
59644000
... More
Road work;Flooring with Chequered Cement Concrete heavy duty tiles conforming to IS: 13801 using aggregates, cement, pigments of size 300 x 300 mm and thickness 25 mm of any shades set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade, cost of all materials like cement, sand (with 50% river sand & 50% manufactured sand) water and tiles etc., overheads and contractors profit, complete for finished item of work for Footpath
6000
923
5538000
... More
Road work;Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 440 mm high as shown in drawing in M 20 grade PCC, kerb stone laid with kerb laying machine, all complete as per clause 408 for Footpath
5200
357
1856400
... More
Road work;Providing and laying of precast concrete blocks for paving of M35 grade and thickness not less than 60 mm conforming to IS:15658 in all shapes and designs as approved by the Engineer-in-charge in footpath and Light traffic areas, including transportation, loading & unloading, laying to desired lines and levels etc. complete as per drawings, specifications and as directed by Engineer-In-Charge for Footpath
10400
723
7519200
... More
Road work;Filling with Sand bed for Footpaths and conveyance of materials to site etc., complete as per drawing and MoRT&H ( 5th Revision) and as directed by the Engineer-in-Charge for Footpath
364
2144
780416
... More
Road work;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge for Footpath
1850
2665
4930250
... More
Road work;Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 10%, PI < 18% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision) for Road work
8384
328
2749952
... More
Road work;Providing 40 mm thick compacted Bituminous Concrete with 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and Hydrated lime, transporting the hot mix to work site, laying with full width paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge for Road work
1652
11714
19351528
... More
Road work;Providing and laying 60mm thick of Dense Graded Bituminous Macadam with 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with full width full width paver to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision) for Road work
2478
10427
25838106
... More
Road work;Providing and applying tack coat with bitumen emulsion (Rapid settting-I) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge for Road work
82600
13
1090320
... More
Road work;Providing and applying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge for Road work
41300
44
1837850
... More
Road work;Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work for Road work
11165
2941
32836265
... More
Road work;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge for Road work
13156
2665
35060740
... More
Road work;Construction of Subgrade with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR = 10%, PI < 18%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). Note: The work of subgrade shall be carried out as per Plan & Profile and Payment will be based on levels for finished item of works for Road work
32640
452
14753280
... More
Road work;Construction of Embankment with material obtained from borrowed useful earth from outside road boundary MDD of 15.20 KN/Cum , FSI < 50%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). Note: The work of embankment shall be carried out as per Plan & Profile and Payment will be based on levels for finished item of works for Road work
15429
373
5755017
... More
Road work;Forming embankment with excavated earth obtained from roadway excavation for Embankment by mechanical means upto SDR including pre-watering of soil, removal of top soil, excavation of soils, depositing the soils on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and complete for finished item of work as per MoRT&H specification 305 (5th revision) for Road work
61714
142
8763388
... More
Road work;Earthwork excavation in Hard Rock (Blasting Prohibited) by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge for Road work
445626
1022
455429772
... More
Road work;Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres etc complete as per the directions and requirements of Engineer-In-Charge for Road work
356500
348
124062000
... More
Road work;Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge for Road work
89125
54
4812750
... More
Road work;Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision for Road work
5.52
39698
219133
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