Directorate Of Urban Local Bodies Tender
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Directorate Of Urban Local Bodies - DOLBU Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Feb 2025
Closing Date11 Mar 2025
Tender Amount₹ 44,11,47,232.37
Technical
Technical
Financial
Class Of Bidder
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Class A
Bid Capacity
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Available Bid Capacity ≥ Evaluated Bid Price Also, Assessed Available Bid Capacity = (A*N* M-B) Where:
A = Maximum value of works executed in any one year during the last five years (updated to the current price level) at a rate taken as 7 percent per year
N = Number of years prescribed for completion of the works for which the bids are invited
M = 2.5
B = Value at current price level of the existing commitments and ongoing works to be completed during the next year (period of completion of works for which bids are invited)
Technical Capacity
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The required prior work experience for the bidder includes: - General experience and experience in the proposed position for key personnel
- Existing commitments and ongoing works
- Works for which bids have already been submitted
- Proposed sub-contracts and firms involved The similar work experience can be in the form of:
- At least one work - not less than 80% of estimated project cost.
- At least two works - not less than 50% of estimated project cost.
- At least three works - not less than 40% of estimated project cost. The bidder must have successfully completed or substantially completed similar works during the last five years, with substantially completed works meaning those works which are at least 90% completed as on the date of submission. The value of work executed shall be brought to the current costing level by enhancing the actual value of work at a simple rate of 7% per annum. The bidder should have executed similar water supply/sanitary engineering works for a minimum length as per the technical evaluation, and should have experience in executing similar nature of work over the last five years. The bidder should provide information on the total annual volume of civil engineering construction work executed and payments received in the last five years, with values to be filled in the format provided, with units of measurement being Rs. in lakhs. The evaluation criteria include:
- Carriageway works: 30 marks, with a minimum length of 50% of the total length of the package.
- Footpath works: 10 marks, with a minimum length of 50% of the total length of the package.
- Street lightning works: 10 marks, with a minimum length of 50% of the total length of the package.
- Roadside landscapes works: 5 marks, with a minimum length of 50% of the total length of the package.
- Underground utilities works: - Power Line Underground (Civil Work only): 15 marks. - Storm water: 10 marks. - Sewer: 5 marks. - Water Supply: 5 marks. - Telecom (OFC): 5 marks. - Gas: 5 marks. The total marks for the evaluation criteria are 100. If the work experience is of lesser length than mentioned, the marks will be awarded on a pro-rata basis. Proposals for subcontracting components of the Works amounting to 25 per cent of the Bid Price are allowed.
Costs
EMD
₹ 90,00,000Document Cost
₹ 41,300Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DOLBU_1006993_1Tender No
CM Grid Nagar Nigam GorakhpurTender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://http://localbodies.up.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.
2950
120
354000
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Removal of unserviceable soil including excavation, loading and disposal upto 10 km lead but excluding replacement by suitable soil which shall be paid seperatelyas per clause 305
590
104
61655
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Cement Treated Crushed Stone Sub base
Construction of granular sub-base by providing graded Material, mixing with cement in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
1750
5200
9100700
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Wet Mix Macadam (Plant Mix Method)
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 carriage of mixed Material by tipper to site, 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.
1250
4704
5880000
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Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
2525
45
115645
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Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
8837.5
11
97212.5
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DBM G-2
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 as per MoRTH specification clause No. 505 complete in all respects.
437.5
13191
5771062.5
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Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
8837.5
11
97212.5
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Bituminous Concrete
Grading 1 Using waste plastic
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 Percent of mix and filler, transporting the hot mix towork 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 as per MORTH specification clause No. 507 complete in all respects
350
13722
4802700
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Suggestive moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.
2500
324
810000
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Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
841.8
554
466879.12
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Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size
50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin-Charge.
200
2551
510200
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
337.5
7504
2532600
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.( 60mm thick cement concrete paver block of M35garde with approved colour, design and pattern)
4250
775
3297702.5
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Painting of kerbs with two coats synthetic enamel paint in all shades on new concrete surface after filling earth in median as per MORT&H specificaiton No 14.16.(800)
2802.5
92
257830
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Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.
750
414
310740
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Construction of Chamber for KC Drain & Drainage Chanell @ 15 m along both sides of the road etc Complete work as per E/Incharge
84
2568
215712
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Supply and installation on site - Gully Grates: A1216 300X700 MM DI TRENCH GRATE (For Storm Water - On Road Grating)
84
4700
394800
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Class 150 Sub class 'A' brick work in 1:4 cement and coarse sand of 2.25 finencess modulous mortar in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work.
230
5817
1337910
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Providing and laying design mix cement concrete prepared batch mixing of M-30 grade, in roads/ taxi tracks/runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge
34.95
7809
272939.23
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Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge
750
1496
1122307.5
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Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.
6500
120
780000
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S/L HDPE pipes - PE 100 as per IS 4984/2016- PN-6-200mm incl all (NON SOR)
22500
836
18810000
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construction of chamber AS PER details atach
60
25805
1548300
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Supply and installation on site - Power: (Large Access, Multi Part) Recessed Single Seal RED 324 SSRH – 3 * 900 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For power chamber)
60
19600
1176000
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S/L HDPE pipes - PE 100 as per IS 4984/2016- PN-6-63 mm incl all (NON SOR)
2500
85
214750
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Supply of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge. (PLB Duct size 40 mm) For OFC cable
2500
775
1939500
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construction of chamber AS PER details atach (1250/200 = 6)
74
19056
1410144
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Supply and installation on site - Telecom: Recessed Double Seal RED 261 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For telecom chamber)
74
18200
1346800
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Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.
262.5
5435
1426687.5
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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.
2500
1958
4895350
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construction of chamber AS PER details atach
110
2568
282480
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Supply and installation on site - Gully Grates RED 048 GRH – 600 x 600mm DI GULLY GRATE & FRAME IN D400 LOAD CLASS , as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge.(For Storm Water - On Road Grating)
110
10200
1122000
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Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.
262.5
5435
1426687.5
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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
1250
2522
3153300
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construction of chamber AS PER details atach
138
19056
2629728
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Supply and installation on site - Stormwater: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber)
138
18200
2511600
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Local sand (Including loading and unloading, cartage stacking royalty CP, Octroie etc)
262.5
870
228375
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Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.
206.25
5435
1120968.75
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P/L NP-3 clause medium duty 900mm RCC pipe incl all comp of work DSR 19.35.3
1250
3988
4985250
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construction of chamber AS PER details atach (1250/15)
166
25805
4283630
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Supply and installation on site - Stormwater: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber)
166
18200
3021200
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Local sand (Including loading and unloading, cartage stacking royalty CP, Octroie etc)
412.5
870
358875
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Running of 5HP pump for dewatering including, arragment of pump suction and delivery pipes and other accessories at site including cost of POL.
2400
105
252000
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Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.
62.7
120
7524
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Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.
4.18
5435
22718.3
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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pillasters, butteresses, plinth and string courses etc.
175
642
112416.5
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DESIGN MIX CONCRETE
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.Concrete of M25 grade with minimum cement content of 330 kg/cum
34.1
7247
247127.82
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not Included in an ower all rates) wrought to required shape as necessary includ ing bending for proper completion of the work and including supply of all steed and wastage and over lapping & hooks.
40.15
7690
308753.5
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Supply and errection of C.I. & Aluminium Victoria/ twinkle electric poles ( As per Approved Design and make) 9m long with all its assisorises and including supply and laying of aluminium conductor 16 sqmm 4 core armed cable, 1.5 sqmm to core armed cable depth of 75 cm below ground level in, Pole ' Pannel 25 Amp including installation of foundation 110-150 W LED bulb etc.
106
81000
8586000
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Providing plantation on center of median of road i/c all material , labour etc complete as per direction of E/I (haze @ 5m c/c)
Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy
leaves in 15 cm size of Earthen Pot / Plastic Pot
11200
20
224000
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Topiary plant of Ficus Panda well developed with fresh & healthy foliage
with 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht. plant,
in 35 cm Cement Tray /Cement Pot
112
1100
123200
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Plumeria alba Chmapa dwarf height 90-105 cm. with 3-4 branches and thick stem in
big size HDPE bag
170
750
127500
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Supplying and Fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm X 25 mm and 1.6mm thick. Length of Bench should not be less than 6 ft (end to end of castiron support).
83
13680
1135440
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Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.
400
689
275840
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Retro-reflectorised Traffic sign as per IRC-67-2012
providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67- 2012 made of high intensity grade sheeting type-IV vide clause 801 3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters. numerals and borders etc should be as per MoRTH specification No-801.3.7 Proof of the same in form of government report shall be uploaded while quoting tender
-
-
-
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i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm)
5
3017
15089.5
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ii) 60 cm equilateral tringle with diffinitation plate (20cm x 60cm)
7
2479
17355.8
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iii) 60 cm Circular with diffinilation plate (20cm X 60cm)
7
2831
19821.9
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iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm)
10
3378
33783
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v) 60 mm x 45 mm rectangular with diffinitation plate (20cm x 60cm)
8
2796
22368.8
... More
vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm)
4
3045
12181.2
... More
vil) 90 cm high octagon
2
3577
7155.6
... More
viii) 50X60 cm single chevron
3
2546
7638.3
... More
ix) 155X60 cm Double chevron
4
4209
16838.8
... More
x) 30X90 cm (Left/Right) Object Hazard
10
2463
24631
... More
Providing Retro-reflective regulatory sign board of size 900 mm diameter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.
-
-
-
... More
90 cm Circular with diffinitation plate (DSR factor)
30
5327
159832.8
... More
90 cm equilateral tringle with diffinitation plate size .(DSR Factor )
30
4123
123706.8
... More
Cost of Shifting for water line (Detail BOQ Attach)
1
12392520
12392520.72
... More
Routine Maintaince after completion of construction work.
-
-
-
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For 2nd Year
1
270000
270000
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For 3rd Year
1
540000
540000
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For 4th Year
1
810000
810000
... More
For 5th Year
1
1080000
1080000
... More
Kachehari Chauraha to Kali Mandir
-
-
-
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Cleaning and grubbing road land including uprooting rank vegetation grass, buses, shrubs, sapling and trees grit upto 300mm , removal of stumps of tree cut earliar and disposal of unserviceable material to be used or auction, upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness .
3368
17
57256
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
709.56
622
441559.19
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Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.
1987.12
120
238454.4
... More
Removal of unserviceable soil including excavation, loading and disposal upto 10 km lead but excluding replacement by suitable soil which shall be paid seperatelyas per clause 305
397.42
104
41530.39
... More
E/W filling with cartage up to 8 km distance.
Good Earth
568.35
330
187612.34
... More
Cement Treated Crushed Stone Sub base
Construction of granular sub-base by providing graded Material, mixing with cement in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
1515.6
5200
7881726.24
... More
Wet Mix Macadam (Plant Mix Method)
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 carriage of mixed Material by tipper to site, 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.
842
4704
3960768
... More
Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
3401.68
45
155796.94
... More
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
11905.88
11
130964.68
... More
DBM G-2
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 as per MoRTH specification clause No. 505 complete in all respects.
589.4
13191
7774775.4
... More
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
5952.94
11
65482.34
... More
Bituminous Concrete
Grading 1 Using waste plastic
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 Percent of mix and filler, transporting the hot mix towork 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 as per MORTH specification clause No. 507 complete in all respects
471.52
13722
6470197.44
... More
Cat's Eye
Suggestive moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.
1120
324
362880
... More
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable
specifications.
624
554
346082.88
... More
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size
50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin-Charge.
300
2551
765300
... More
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
227.34
7504
1705959.36
... More
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.( 60mm thick cement concrete paver block of M35garde with approved colour, design and pattern)
4546.8
775
3527998.52
... More
Painting of kerbs with two coats synthetic enamel paint in all shades on new concrete surface after filling earth in median as per MORT&H specificaiton No 14.16.(800)
1887.76
92
173673.92
... More
Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.
505.2
414
209314.46
... More
Construction of Chamber for KC Drain & Drainage Chanell @ 15 m along both sides of the road etc Complete work as per E/Incharge
56
2568
143808
... More
Supply and installation on site - Gully Grates: A1216 300X700 MM DI TRENCH GRATE (For Storm Water - On Road Grating)
56
4700
263200
... More
E/W filling with cartage up to 8 km distance.
Good Earth
606.24
330
200119.82
... More
Class 150 Sub class 'A' brick work in 1:4 cement and coarse sand of 2.25 finencess modulous mortar in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work.
154.93
5817
901227.81
... More
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge
40.65
7809
317452.92
... More
Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge
505.2
1496
755986.33
... More
Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.
5473
120
656760
... More
S/L HDPE pipes - PE 100 as per IS 4984/2016- PN-6-200mm incl all (NON SOR)
15156
836
12670416
... More
construction of chamber AS PER details atach (842/30)
68
25805
1754740
... More
Supply and installation on site - Power: (Large Access, Multi Part) Recessed Single Seal RED 324 SSRH – 3 * 900 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For power chamber)
68
19600
1332800
... More
S/L HDPE pipes - PE 100 as per IS 4984/2016- PN-6-63mm incl all (NON SOR)
842
85
72327.8
... More
Supply of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge. (PLB Duct size 40 mm)
-
-
-
... More
For OFC cable
1684
775
1306447.2
... More
construction of chamber AS PER details atach
16
19056
304896
... More
Supply and installation on site - Telecom: Recessed Double Seal RED 261 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For telecom chamber)
18
18200
327600
... More
Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.
176.82
5435
961016.7
... More
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.
1684
1985
3342975.76
... More
construction of chamber AS PER details atach (842/30)
56
2568
143808
... More
Supply and installation on site - Gully Grates RED 048 GRH – 600 x 600mm DI GULLY GRATE & FRAME IN D400 LOAD CLASS , as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge.(For Storm Water - On Road Grating)
56
10200
571200
... More
Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.
176.82
5435
961016.7
... More
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
842
2522
2124062.88
... More
construction of chamber AS PER details atach
98
19056
1867488
... More
Supply and installation on site - Stormwater: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber)
98
18200
1783600
... More
Local sand (Including loading and unloading, cartage stacking royalty CP, Octroie etc)
176.82
870
153833.4
... More
Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.
138.93
5435
755084.55
... More
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
842
3988
3358064.4
... More
construction of chamber AS PER details atach
140
25805
3612700
... More
Supply and installation on site - Stormwater: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber)
140
18200
2548000
... More
Local sand (Including loading and unloading, cartage stacking royalty CP, Octroie etc)
277.86
870
241738.2
... More
Running of 5HP pump for dewatering including, arragment of pump suction and delivery pipes and other accessories at site including cost of POL.
2400
105
252000
... More
Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.
74.1
120
8892
... More
Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.
4.94
5435
26848.9
... More
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pillasters, butteresses, plinth and string courses etc.
613.5
642
394100.13
... More
DESIGN MIX CONCRETE
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.Concrete of M25 grade with minimum cement content of 330 kg/cum
120.9
7247
876180.44
... More
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not Included in an ower all rates) wrought to required shape as necessary includ ing bending for proper completion of the work and including supply of all steed and wastage and over lapping & hooks.
142.36
7690
1094748.4
... More
Supply and errection of C.I. & Aluminium Victoria/ twinkle electric poles ( As per Approved Design and make) 9m long with all its assisorises and including supply and laying of aluminium conductor 16 sqmm 4 core armed cable, 1.5 sqmm to core armed cable depth of 75 cm below ground level in, Pole ' Pannel 25 Amp including installation of foundation 110-150 W LED bulb etc.
36
81000
2916000
... More
Providing plantation on center of median of road i/c all material , labour etc complete as per direction of E/I (Khajoor Plant Spacing @ 5m c/c)
168.4
12538
2111399.2
... More
Providing plantation on center of median of road i/c all material , labour etc complete as per direction of E/I (haze @ 5m c/c)
Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy
leaves in 15 cm size of Earthen Pot / Plastic Pot
16800
20
336000
... More
Topiary plant of Ficus Panda well developed with fresh & healthy foliage
with 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht. plant,
in 35 cm Cement Tray /Cement Pot
168
1100
184800
... More
Plumeria alba Chmapa dwarf height 90-105 cm. with 3-4 branches and thick stem in
big size HDPE bag
170
750
127500
... More
Supplying and Fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm X 25 mm and 1.6mm thick. Length of Bench should not be less than 6 ft (end to end of castiron support).
56
13680
766080
... More
Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.
300
689
206880
... More
Retro-reflectorised Traffic sign as per IRC-67-2012
providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67- 2012 made of high intensity grade sheeting type-IV vide clause 801 3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters. numerals and borders etc should be as per MoRTH specification No-801.3.7 Proof of the same in form of government report shall be uploaded while quoting tender
-
-
-
... More
i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm)
2
3017
6035.8
... More
ii) 60 cm equilateral tringle with diffinitation plate (20cm x 60cm)
4
2479
9917.6
... More
iii) 60 cm Circular with diffinilation plate (20cm X 60cm)
5
2831
14158.5
... More
iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm)
6
3378
20269.8
... More
v) 60 mm x 45 mm rectangular with diffinitation plate (20cm x 60cm)
5
2796
13980.5
... More
vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm)
2
3045
6090.6
... More
vil) 90 cm high octagon
1
3577
3577.8
... More
viii) 50X60 cm single chevron
2
2546
5092.2
... More
ix) 155X60 cm Double chevron
2
4209
8419.4
... More
x) 30X90 cm (Left/Right) Object Hazard
5
2463
12315.5
... More
Providing Retro-reflective regulatory sign board of size 900 mm diameter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.
-
-
-
... More
90 cm Circular with diffinitation plate (DSR factor)
5
5327
26638.8
... More
90 cm equilateral tringle with diffinitation plate size .(DSR Factor )
5
4123
20617.8
... More
Cost of Shifting for water line (Detail BOQ Attach)
1
9127797
9127797.4
... More
Routine Maintaince after completion of construction work.
-
-
-
... More
For 2nd Year
1
220000
220000
... More
For 3rd Year
1
440000
440000
... More
For 4th Year
1
660000
660000
... More
For 5th Year
1
880000
880000
... More
Shastri Chowk to Chhatrasangh Chauraha road, Ambedkar Chowk to Aspra Tiraha, Hariom nagar to Town hall
-
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
780.28
622
485568.24
... More
Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.
5273.25
120
632790
... More
Removal of unserviceable soil including excavation, loading and disposal upto 10 km lead but excluding replacement by suitable soil which shall be paid seperatelyas per clause 305
1054.65
104
110210.93
... More
Cement Treated Crushed Stone Sub base
Construction of granular sub-base by providing graded Material, mixing with cement in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
1741.95
5200
9058836.78
... More
Wet Mix Macadam (Plant Mix Method)
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 carriage of mixed Material by tipper to site, 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.
1185
4704
5574240
... More
Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
4787.4
45
219262.92
... More
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
25133.85
11
276472.35
... More
DBM G-2
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 as per MoRTH specification clause No. 505 complete in all respects.
1244.25
13191
16412901.75
... More
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
25133.85
11
276472.35
... More
Bituminous Concrete
Grading 1 Using waste plastic
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 4.97 Percent of mix and filler, transporting the hot mix towork 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 as per MORTH specification clause No. 507 complete in all respects
995.4
13722
13658878.8
... More
Suggestive moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.
4740
324
1535760
... More
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable
specifications.
1692
554
938417.04
... More
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size
50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin-Charge.
596
2551
1520396
... More
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
639.9
7504
4801809.6
... More
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.( 60mm thick cement concrete paver block of M35garde with approved colour, design and pattern)
5451
775
4229594.43
... More
Painting of kerbs with two coats synthetic enamel paint in all shades on new concrete surface after filling earth in median as per MORT&H specificaiton No 14.16.(800)
3287.19
92
302421.48
... More
Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.
1422
414
589163.04
... More
Construction of Chamber for KC Drain & Drainage Chanell @ 15 m along both sides of the road etc Complete work as per E/Incharge
144
2568
369792
... More
Supply and installation on site - Gully Grates: A1216 300X700 MM DI TRENCH GRATE (For Storm Water - On Road Grating)
145
4700
681500
... More
Class 150 Sub class 'A' brick work in 1:4 cement and coarse sand of 2.25 finencess modulous mortar in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work.
436.08
5817
2536677.36
... More
Providing and laying design mix cement concrete prepared batch mixing of M-30 grade, in roads/ taxi tracks/runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge
128.96
7809
1007102.8
... More
Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge
1422
1496
2127895.02
... More
Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.
12229.2
120
1467504
... More
S/L HDPE pipes - PE 100 as per IS 4984/2016- PN-6-200mm incl all (NON SOR)
42660
836
35663760
... More
construction of chamber AS PER details atach
150
25805
3870750
... More
Supply and installation on site - Power: (Large Access, Multi Part) Recessed Single Seal RED 324 SSRH – 3 * 900 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For power chamber)
150
19600
2940000
... More
S/L HDPE pipes - PE 100 as per IS 4984/2016- PN-6-63mm incl all (NON SOR)
4740
85
407166
... More
Supply of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge. (PLB Duct size 40 mm)
-
-
-
... More
For OFC cable
4740
775
3677292
... More
construction of chamber AS PER details atach
40
19056
762240
... More
Supply and installation on site - Telecom: Recessed Double Seal RED 261 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For telecom chamber)
42
18200
764400
... More
Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.
497.7
5435
2704999.5
... More
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.
4740
1985
9409563.6
... More
construction of chamber AS PER details atach (2370/50)
94
2568
241392
... More
Supply and installation on site - Gully Grates RED 048 GRH – 600 x 600mm DI GULLY GRATE & FRAME IN D400 LOAD CLASS , as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge.(For Storm Water - On Road Grating)
94
10200
958800
... More
Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.
497.7
5435
2704999.5
... More
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
2370
2522
5978656.8
... More
construction of chamber AS PER details atach
316
19056
6021696
... More
Supply and installation on site - Stormwater: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber)
316
18200
5751200
... More
Supply of Local sand Filling
497.7
870
432999
... More
Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.
391.05
5435
2125356.75
... More
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
2370
3988
9452034
... More
construction of chamber AS PER details atach
376
25805
9702680
... More
Supply and installation on site - Stormwater: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber)
376
18200
6843200
... More
Supply of Local sand Filling
782.1
870
680427
... More
Dewatering of water by pump
2400
105
252000
... More
Supply and errection of C.I. & Aluminium Victoria/ twinkle electric poles ( As per Approved Design and make) 9m long with all its assisorises and including supply and laying of aluminium conductor 16 sqmm 4 core armed cable, 1.5 sqmm to core armed cable depth of 75 cm below ground level in, Pole ' Pannel 25 Amp including installation of foundation 110-150 W LED bulb etc.
192
81000
15552000
... More
Providing plantation on center of median of road i/c all material , labour etc complete as per direction of E/I (haze @ 5m c/c) Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot
31600
20
632000
... More
Topiary plant of Ficus Panda well developed with fresh & healthy foliage with 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht. plant, in 35 cm Cement Tray /Cement Pot
316
1100
347600
... More
Plumeria alba Chmapa dwarf height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bag
316
750
237000
... More
Supplying and Fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm X 25 mm and 1.6mm thick. Length of Bench should not be less than 6 ft (end to end of castiron support).
132
13680
1805760
... More
Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.
396
2000
792000
... More
Retro-reflectorised Traffic sign as per IRC-67-2012
providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67- 2012 made of high intensity grade sheeting type-IV vide clause 801 3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters. numerals and borders etc should be as per MoRTH specification No-801.3.7 Proof of the same in form of government report shall be uploaded while quoting tender
-
-
-
... More
i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm)
5
3017
15089.5
... More
ii) 60 cm equilateral tringle with diffinitation plate (20cm x 60cm)
7
2479
17355.8
... More
iii) 60 cm Circular with diffinilation plate (20cm X 60cm)
7
2831
19821.9
... More
iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm)
10
3378
33783
... More
v) 60 mm x 45 mm rectangular with diffinitation plate (20cm x 60cm)
8
2796
22368.8
... More
vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm)
4
3045
12181.2
... More
vil) 90 cm high octagon
2
3577
7155.6
... More
viii) 50X60 cm single chevron
3
2546
7638.3
... More
ix) 155X60 cm Double chevron
4
4209
16838.8
... More
x) 30X90 cm (Left/Right) Object Hazard
10
2463
24631
... More
Providing Retro-reflective regulatory sign board of size 900 mm diameter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.
-
-
-
... More
90 cm Circular with diffinitation plate (DSR factor)
10
5327
53277.6
... More
90 cm equilateral tringle with diffinitation plate size .(DSR Factor )
10
4123
41235.6
... More
Cost of Shifting for water line (Detail BOQ Attach)
1
21024705
21024705
... More
Routine Maintaince after completion of construction work.
-
-
-
... More
For 2nd Year
1
499500
499500
... More
For 3rd Year
1
999000
999000
... More
For 4th Year
1
1498500
1498500
... More
For 5th Year
1
1998000
1998000
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