National Highways Authority Of India Tender
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EMD
₹ 13,86,000Document Cost
₹ 25,000Tender Fee
Refer Documents
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Contact
Tender Id
2024_NHAI_188254_1Bid Award Id
ViewTender No
PD-LUD/Lud-Tal/NH-05/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://etenders.gov.in
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BOQ Items
Removing the dead animals/birds laying on the Highway and burying them at proper safe locations outside ROW complete in all respect with all lead and lifts as per para 6.8 'Performance Standard' of scope of work of IRC SP 84 2019 and as per direction of the Engineer in charge.
6
200892
33482.15
Operation of Medical Aid Post These service shall include setting up of medical aid posts. The Contractor shall provide Two Patient Capacity rescue ambulances at the each Toll Plaza location. Specification of Two patient capacity rescue ambulances along with medical devices on Board equipments, medicines and manpower are given in Annexure D mentioned under clause 12.12 of IRC SP 84 2019. The work shall be done as per directions of the Engineer In-Charge.
6
757291
126215.2
Maintenance of median and the existing plants (with a density of 540 plants per km.) by basin making,weeding-hoeing, cleaning, leveling and dressing of median, uprooting and removal of weeds, cutting grass, disposal of all muck within all leads and lifts outside ROW regularly to keep the median clean and plantation in healthy and good condition. The job also includes the cleaning and removal of spilled over earth from median to main carriageway in the portion adjacent to the kerbs all along the median complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC
660
5598186
8482.1
Maintenance of Separator and ROW: 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 ear1ier 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, as per technical clause 201 of MORT&H specifications (In area of light jungle (By Mechanical Means) ) and as per direction of engineer in charge
632880
2295455
3.63
Clearing, cleaning and removal of dirt, silt and vegetation from expansion joints, water spouts, vent holes, vegetation around the structure & similar operation each time over bridge/fly over as directed by the engineer-in charge
60
92358
1539.3
Carrying out the proper cleaning, and removing of dust/silt/trash/ plastic/rubbish/ garbage/waste from the carriageway, (unit length for total width of carriageway LHS+RHS Including median width), foot paths , verges (Including the verges central median) by mechanical means and from shoulders up to toe line of the embankment including side slopes manually and disposing of the waste material at a suitable place outside ROW with vehicle tracking system and manually if required and as directed and approved in maintenance manual by the engineer incharge
-
-
-
For cleaning of MCW
698.4
3364821
4817.9
For cleaning of SR.
624
1503153
2408.9
Clearing slab/box type culverts, Minor Bridges and pipe culverts including clearing, cleaning and reshaping of upstream and downstream faces of those culverts with in the ROW. The Job includes disposal of excess material recovered site including vegetation outside ROW with all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintanence Standard clause no.6.5 of IRC SP 95-2011.
-
-
-
Minor Bridges
23
28586
1242.9
Slab/Box type culverts/Pipe culvert
24.5
7612
310.7
Restoration of Rain Cuts
-
-
-
The work shall consist of earthwork for restoration of raincuts in the embankment and shoulders using suitable material and compacting the same as per procedure given in Clause 3002 of MoRTH and directions of the Engineer-In-Charge.
-
-
-
Restoration of Raincut with Soil
1000
183900
183.9
Restoration of Raincut with Granular sub base
400
478560
1196.4
Removal of unauthorized boards/hoardings within ROW including gas cutting if required and stacking, transportation etc complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC
400
142840
357.1
Minor repair of damaged Single faced W-Beam metal crash barrier made out of members. Job includes repair of old damaged member and neatly refixing the old member in all respects including straightening of members, as directed by Engineer in charge including Fasteners and fixing etc complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC
-
-
-
Repair of Damaged Post/W Beam
1000
718800
718.8
Replacement of Damaged Post/W Beam
400
575000
1437.5
Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kinds of soil complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC
20000
268000
13.4
REPAIRING/REPLACEMENT Reinforcement Cement concrete of damaged expansion joints & approach slabs including reinforcement as per MoRTH specifications including disposal of material by mechanical means or manual means as per site conditions and complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC
10
125000
12500
Dismantling concrete - Reinforced cement concrete
10
19679
1967.9
Reparing/Replacement: Providing and Installation of damaged Strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation for Bridge as per MoRTH specifications and directions of the Engineer In-Charge.
20
142858
7142.9
Supplying, fitting and fixing in position true to line and level Sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
2
401785
200892.9
Supplying, fitting and fixing in position true to line and level Elastomeric bearing Conforming IRC: 83 (part-ii) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and technical specifications.
2
12150
6075
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and clause 1600 of MoRT&H Specifications complete as per Drawing and Technical Specifications and and directions of the Engineer-In-Charge.
5
410000
82000
Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications Ordinary soil, Mechanical Means 15.1.2.1 Depth up to 3 m
2000
157200
78.6
Providing and fixing RE wall Panel including reinforcing strips, geocomposite etc complete system as per design approved by Engineer-in-charge conforming to MORTH specifications clause no. 3105, soil nailing, wire mesh, and providing Providing and applying injection grouting using cement slurry admixed with Fosroc Chemical Conplast WL or any other equivalent compound @ 300 ml/ Bag of cement through the uPVC nozzles ( 12mm dia uPVC/ Plastic Nozzles - 4" to 9" long @ 5 No: / Sqm of area) , provided into the cracks/ honeycombed areas using 140 PSI hand operated Grouting Pump under pressure till the refusal,doing final Cement slurry Grouting (after 28 Days),, finally cutting & sealing of Nozzle. including all labour, supervision, tools and tackles and transportation etc. complete as per direction of Engineer -in- charge.
400
2321440
5803.6
Repair work at structures- Plain/Reinforced cement concrete as per requirement and Technical Specifications (RCC M35 Grade) section 1500, 1700 & 2200 (MORTH specification) and complete in all respect and as per direction of engineer in charge
100
580360
5803.6
Repair work at structures- Plain/Reinforced cement concrete as per requirement and Technical Specifications (RCC M 30 Grade) section 1500, 1700 & 2200 (MORTH specification) and complete in all respect and as per direction of engineer in charge
100
633930
6339.3
Repair work at structures- Plain/Reinforced cement concrete as per requirement and Technical Specifications (RCC M20 Grade) section 1500, 1700 & 2200 (MORTH specification) and complete in all respect and as per direction of engineer in charge
100
480000
4800
Providing and laying of plain cement concrete M-15 grade in foundation, levelling course etc. Including centering and shuttering all complete as per drawings and technical specification (part I/II) Section 1500 & 1700 and as direction by the engineer to attend the repair of parpet wall and other structure work and complete in all respect and as per direction of engineer in charge.
40
142856
3571.4
Granular Sub-Base (Table 400-1) Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications and complete in all respect and as per direction of engineer in charge
600
964260
1607.1
Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications and complete in all respect and as per direction of engineer in charge
600
1150680
1917.8
Bituminous Concrete with Batch type HMP/PAtch Work Bituminous Concrete (grading II) with 100-120 TPH batch type HMP Providing and laying 30 mm - 40 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 40 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects as per technical clause 507 of MORT&H specifications and complete in all respect and as per direction of engineer in charge
600
6877200
11462
Dense Graded Bituminous Macadam: Providing and laying dense graded bituminous macadam Grading-II with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects as per technical clause 505 of MORT&H specifications, including all leads and lift and as per directions of engineer-in-charge.
600
5838600
9731
Road marking with hot applied thermoplastic compound 2.5mm thick including reflectroising glass beads @ 0.25 kg per square meter of area as per IRC:35-1997 complete as technical Clause 803 of MORT&H specifications and as per direction of Engineer-in-charge.
3000
1651800
550.6
Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications and complete in all respect and as per direction of engineer in charge
1000
319300
319.3
Repair/Replacement of damaged Paver Blocks and Tiles 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including filling the joints with fine sand etc, all complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
3000
1078200
359.4
Maintenance of electric poles including replacement of bulbs of required lux 40 (to be maintained throughout the Year) complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
6000
3768000
628
Supply and running of Generator SET of 33 KV The rates include all operational and maintenance charges such as cost of fuels, lubricants, stores, establishment, depreciation and interest charges complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
150
50490
336.6
Repair of mild steel railing complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
2000
1485200
742.6
Diversion Boards with 200 mm-300 mm wide and should be painted in alternate yellow and black stripes of 150 mm width. The stripes should slope away at an angle of 45° in the direction traffic is to pass. Where the barricades extend entirely across the carriageway, the stripes should slope downward towards the direction the traffic must turn in detour. Where both left and right turns are provided for, the chevron stripes should slope downward in both directions from the centre of the barricade. The entire area of chevrons should be reflectorised as per IRC:55-2014, complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
40
267856
6696.4
Safety Barrier with trapezoidal shape of about 80 cm to 100 cm length confirming to standard of IRC:55-2014, complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
40
160716
4017.9
Bull nose Barrier shall be a minimum of 800 mm minimum in height and have at least a 300 mm minimum width regardless of orientation. The markings on drums shall be horizontal, circumferential, alternating red and white retro-reflective stripes 100 to 150 mm wide.Each drum shall have a minimum of two red and two white stripes with the top stripe being red. Any non retroreflectorized spaces between the horizontal red and white stripes shall not exceed 75 mm wide as per. Drums shall have closed tops that will not allow collection of construction debries , complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
30
482142
16071.4
Blinkers (without pole) with ultra bright red colour LED, 12 v solar panel and havinf frequency of 30 to 40 flashes per minute confirming to standards of IRC:55-2014, complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
30
200892
6696.4
Pole mounted blinker with ultra bright red colour LED, 12 v solar panel, pole of 2 to 4 mtr height and havingfrequency of 30 to 40 flashes per minute confirming to standards of IRC:55-2014, complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
30
857142
28571.4
Hazard Marker sign board Providing and fixing Hazard Marker sign board (one way) of size 300x900mm rectangular as per IRC 67-2012 with retro reflective high intensity micro prismatic grade sheeting fixed over 2mm thick aluminum sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts.
80
287712
3596.4
Cautionary sign board Providing and fixing Cautionary sign board of size 900x900x900mm triangular as per IRC 67-2012 with retro reflective high intensity micro prismatic grade sheeting fixed over 2mm thick aluminum sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.75m for vertical post complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
100
391520
3915.2
Moulded Shank Road Stud- Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications and direction of Engineer-in-charge within all leads and lifts
4000
870400
217.6
Single Chevron Sign board Providing and fixing Single Chevron Sign board as per clause 15.63 peof IRC 67-2012 with retro reflective high intensity micro prismatic grade sheeting fixed over 2mm thick aluminum sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.75m for vertical post complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
10
22321
2232.1
Providing and fixing Place identification sign board 1200x1200 mm rectangula as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type-XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications and directions of engineer in charge including all leads and lifts. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
10
57589
5758.9
Providing and fixing Two Way Hazard Sign Board-Mandatory sign board 600 mm Circular with Hazard plate as per IRC 67-2021 with retro reflective high intensity micro prismatic grade sheeting fixed over 2 mm thick aluminum 3mm ACP sheet with 25x25x3 mm angle iron frame supported on a mild steel angle iron post 65x65x6 mm angle iron post 65x65x6 mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.45 m for vertical post complete as per Technical Clause 801 of MORT&H specifications and direction of Engineer-in-charge within all leads and lifts
40
261216
6530.4
Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with florescent yellow color retro-reflective type XI sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956- 11. The flexible median marker shall have overall height of minimum 180 mm, body thickness of minimum 2mm and shank depth of minimum 30mm. The retro-reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
1000
211800
211.8
Supply and fixing of Retro Reflective Sheeting Tape of Size 100 mm x 100 mm on the Post of W beam Crash Barrier complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
5000
75000
15
Supply of Marshal/manpower/ Security Guard/Electrician/ Plumber/Carpenter etc per day as per requirement complete as per MoRTH specifications and direction of Engineer-in-charge
360
189648
526.8
Providing and erecting 12- 15 m (as per road width) wide overhead signs with a corrosion resistant aluminium alloy sheet reflected with high intensity retro-reflective sheeting with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802. 7 over a designed support system of galvanized steel trusses of section and type to be mounted by bolts and nuts over RCC structure as per drawing complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
2
954987
477493.8
Providing and Fixing of Overhead sign board 6000x1500mm cantilever type single sided as per IRC 67-2012 with retro reflective Sheeting as per ASTM D 4956 - 09 and as per IRC 67 - 2012 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type truss made with 350NB pipe @50kg per metre as vertical support, 50NB pipe @ 4.50kg per metre and 40NB pipe @ 3.61kg per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012.. Using retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
2
407746
203873.2
Repair of spalled concrete using high strength epoxy grout including removal of spalled concrete, complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
400
300000
750
Polymer Mortar as per requirement and Technical Specifications section (MORTH specification) and complete in all respect and as per direction of engineer in charge
400
8800
22
Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. complete in all respect as per clause 806 of MORT&H technical specifications and as per directions of the Engineer In-Charge.
300
642330
2141.1
Traffic Impact Attenuator of minimum height 1.2 m and minimum weight of 950 kg:
40
125000
3125
Impact Attenuator made of 3 PVC cylindrical tank/ free standing plastic barrels filled with sand and length and width of array shall be designed based as per design speed of highway and coated with yellow paint, covered by reflective tape. Placing at locations in front of islands present on MCW with all lead and lifts complete in all respect as per clause 814 of MORT&H technical specifications and as per directions of the Engineer In-Charge.
-
-
-
Providing and fixing Advance Direction signboard 1200x1200 mm square as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 - 09 and as per IRC 67-2012, fixed over 4mm thick cluminimum Composite material (ACM) sheeting having aluminium skin thickness of 0.5 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support grame of supported on two mild steel angle iron post 65x65x65mm firmly fixed to ground in foundation concrete M-25 sixe 0.60x0.60x0.75m for vertical post complete in all respects s per MoRTH technical specifications clause 801 and direction of Engineer-in-charge within all leads and lifts. Supplier shall provide a 10 year warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 complete in all respect and as per directions of Engineer in-charge.
16
226928
14183
Providing and fixing Advance Direction sign board 2650x2650 mm square as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 - 09 and as per IRC 67-2012, fixed over 4mm thick cluminimum Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support grame of supported on two mild steel angle iron post 65x65x65mm firmly fixed to ground in foundation concrete M-25 sixe 0.60x0.60x0.75m for vertical post complete in all respects s per MoRTH technical specifications clause 801 and direction of Engineer-in-charge within all leads and lifts. Supplier shall provide a 10 year warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 complete in all respect and as per directions of Engineer in-charge.
16
407142
25446.4
Removal/ Clearance of slush from wet drains by mechanical means from the lined Drains as per instructions and maintenance manual complete in all respect and as per directions of Engineer in-charge.
30000
2169000
72.3
Clearance of weed, jalla, deela etc manually and mechanically from inner section of unlined drain. The drains shall be cleaned of the deposition of sediments, debris or vegetation growth blocking the drain. In case any erosion due to inadequate capacity of drain is noticed, the drain shall be deepened/widened in proper slope. The drain slope and sides shall be dressed to required flow line and cross section complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts (Frequency: every 6 months)
40000
1392000
34.8
Maintenance of Rain Water Harvesting complete as per MoRTH and CPWD specifications and direction of Engineer-in-charge within all leads and lifts
40
357144
8928.6
Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
40
34752
868.8
Providing and fixing factory made precast RCC drain covers, having concrete of strength not less than M-25, of size 1000 x450x50 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 as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
1600
1780000
1112.5
Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. lining ISI marekd as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc.,cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc copmplete in all respects.; A. R.C.C. pipe with inside H.D.P.E. lining class- NP-3 : 600mm i/d pipe with inside H.D.P.E. lining complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
50
254285
5085.7
Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
2400
1686480
702.7
Rodent Management below flyovers/VUPs etc covering each area complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
10
2917
291.7
Supply of Hybrid Geo Synthetic Non-Woven Glass Fibre Engineering Paving Mat of Weight 136 gram per square metre , Melting Temperature 200 °C Meeting as per technical clause 3103.7 of MORT&H Technical specifications. and as directed by Engineer-In-Charge for Roads and Bridges Works.
1600
375680
234.8
Turfing with Sods : Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per technical clause 308 of MORT&H specifications and direction of Engineer-in-charge within all leads and lifts
3000
104400
34.8
XLPE INSULATED ARMOURED CABLES (On Surface):Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS:7098 (Part-1)1988 to be laid on (surface) as per PWD General Specifications:-
4000
500000
125
Welding by gas or electric plant including transportation of plant at site etc complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
200000
540000
2.7
Supply of Stay 6 mm x 6mm welding rod complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
12000
289200
24.1
Supply of Hydraulic Excavator of 1 cum bucket capacity complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
600
706500
1177.5
Anti.glare screen with 25 mm steel pipe framework fixed with circular and rectangular vans: Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1. 75 metre height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per approved design and drawings. The items of excavation and cement concrete as per approved design to be measured and paid separately complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
2000
362800
181.4
Providing and making rumble strips 15-20 mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed. The close graded premix surfacing material type B shall conform to technical clause 512 of MORT&H specifications
1000
24901
24.9
Providing and fixing of Flexible spring post wherein post and base shall be made from Poly urethane. The product shall be flexible which help in returning the post to its original position without damaging the product or vehicle. Theretro reflective tape applied on the post shall be as per ASTM D 4956 and shall be tested as per clause S2 of ASTM 4956 for flexibility, adhesion and impact resistance of rebound able sheeting. The height of the post shall be 750 mm, the width of the post shall be 120 mm.
500
586607
1173.21
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust,oil,grease,efflorescence and applying paint @ of 1 litre for 2 sqm.
1000
107669
107.67
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
1000
58928
58.93
First class burnt brick work laid in cement sand mortar 1:4 upto 4 metres above plinth level.
50
234196
4683.93
Providing and fixing SS grade 304 2 mm thick, 50 per inch wire mesh.
1500
133928
89.29
Total Estimated Cost
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69324748
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Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above.
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I/We hereby agree to execute the above work on the tender premium or discount quoted here on the total estimated cost mentioned above. I/we understand that filling of both cells meant for premium or discount at a time will render my/our bid as non responsive.
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Bid price in Rs.
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69324748
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