Rural Development Department Tender
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Costs
EMD
₹ 11,26,742Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_102061_3Bid Award Id
ViewTender No
Road Tender Online RWCSBP-64/2023-24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision)
3883.14
7111388
1831.35
Supplying & filling moorum of approved quality including watering to complete saturation & ramming with all leads & lifts including cost, conveynance,royality& taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of EIC.
1762.5
907000
514.61
Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)
2696.63
6123453
2270.78
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC
17977.5
612133
34.05
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC
17977.5
223100
12.41
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) AR-175/47
449.44
3988591
8874.58
Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C.
10920
314386
28.79
CONCRETE PAVEMENT
-
-
-
Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision)
202.5
370848
1831.35
Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)
140.63
319339
2270.78
Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse & fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity & appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the E.I.C.
337.5
2285556
6772.02
CROSS DRAINAGE WORKS
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
766.69
161740
210.96
Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
105.45
91901
871.52
Plain cement concrete in Foundation, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
418.23
2291402
5478.81
Plain cement concrete in Sub-structure, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
384.24
2159751
5620.84
Providing M10 with C.C ( 1:3:6) with 40 mm size down graded metal including cost, conveyance, royality etc complete
66.65
364283
5465.62
R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
-
-
-
Deck Slab
49.32
458501
9296.47
Providing Concrete for reinforced cement concrete of M25 for Railing complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge
31.2
72791
2333.07
R.C.C. M-20 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
16.65
101895
6119.83
Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. and as per the direction of the Engineer in charge
-
-
-
1000 mm dia HPC (Single row)
37.5
214283
5714.22
Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge
4.93
447145
90698.95
Providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
285.6
31056
108.74
PROTECTION WORK
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MORD includding 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 direction of Engineer-In-Charge.
591
124677
210.96
Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
96
83665
871.52
Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.(PCC M-15)
96
525965
5478.81
Providing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in Substructure as per drawings & Technical Specification clauses 802, 804, 805, 806 807, 1202 & 1204 of MORD and as per direction of Engineer-In-Charge.
517.5
2908784
5620.84
Providing concrete for plain / reinforced concrete in PCC M20 open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
9
55078
6119.83
Providing concrete for plain / reinforced concrete in PCC M20 Sub-Structure complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
30
187856
6261.87
Providing Concrete for reinforced cement concrete of M25 complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge
22.5
209170
9296.47
Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge
1.8
163258
90698.95
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
150
16311
108.74
ROAD APPURTENANCES
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 and as per direction of EIC
-
-
-
i.) 600mm equilateral triangle
45
91706
2037.93
iv) 800mm x600mm rectangular ( For Place Indentification)
2
4384
2192.39
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and as per direction of EIC
4
12793
3198.29
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge
2
22235
11117.94
Providing and fixing of typical CITIZEN INFORMATION BOARD with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per direction of EIC
3
49594
16531.56
Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(1800mmx1200mm Rectangle)
1
28272
28272.41
Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.
-
-
-
Fixing of 5th. Km. Stone
3
11567
3855.8
Fixing of Km. Stone
5
11598
2319.64
Fixing or 200m Stone
21
14240
678.13
Fixing of logo
-
-
-
providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C
250
227290
909.16
Maintenance
-
-
-
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C specification Clause 1904.2
-
-
-
1 st year take
295.28
94855
321.24
2nd year take
354.34
113828
321.24
3rd Year take
369.1
118569
321.24
4th year take
383.87
123314
321.24
5th year take
398.63
128055
321.24
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
-
-
-
1 st year take
528.75
20293
38.38
2nd year take
687.38
26381
38.38
3rd Year take
740.25
28410
38.38
4th year take
766.69
29425
38.38
5th year take
793.13
30440
38.38
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
-
-
-
1 st year take
1233.75
21960
17.8
2nd year take
1480.5
26352
17.8
3rd Year take
1142.1
20329
17.8
4th year take
1418.81
25254
17.8
5th year take
1727.25
30745
17.8
Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902
-
-
-
1 st year take
264.38
166308
629.05
2nd year take
211.5
133044
629.05
3rd Year take
264.38
166308
629.05
4th year take
211.5
133044
629.05
5th year take
264.38
166308
629.05
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
-
-
-
1 st year take
132
4241
32.13
2nd year take
132
4241
32.13
3rd Year take
132
4241
32.13
4th year take
132
4241
32.13
5th year take
132
4241
32.13
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910
-
-
-
1 st year take
5.2
6656
1280
2nd year take
5.2
6656
1280
3rd Year take
5.2
6656
1280
4th year take
5.2
6656
1280
5th year take
5.2
6656
1280
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
-
-
-
1 st year take
11
15459
1405.42
2nd year take
11
15459
1405.42
3rd Year take
11
15459
1405.42
4th year take
11
15459
1405.42
5th year take
11
15459
1405.42
Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912
-
-
-
1 st year take
5.2
3913
752.53
2nd year take
5.2
3913
752.53
3rd Year take
5.2
3913
752.53
4th year take
5.2
3913
752.53
5th year take
5.2
3913
752.53
Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914
-
-
-
1 st year take
35
4849
138.57
2nd year take
31
4295
138.57
3rd Year take
23
3187
138.57
4th year take
23
3187
138.57
5th year take
24
3325
138.57
Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914
-
-
-
1 st year take
132
1127
8.54
2nd year take
126
1076
8.54
3rd Year take
80
683
8.54
4th year take
85
725
8.54
5th year take
70
597
8.54
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
-
-
-
1 st year take
881.25
2511
2.85
2nd year take
705
2009
2.85
3rd Year take
881.25
2511
2.85
4th year take
881.25
2511
2.85
5th year take
1057.5
3013
2.85
Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification Clause 1911
-
-
-
1 st year take
13.96
23169
1659.7
2nd year take
13.96
23169
1659.7
3rd Year take
13.96
23169
1659.7
4th year take
13.96
23169
1659.7
5th year take
13.96
23169
1659.7
BRIDGE PART
-
-
-
Earthwork in excavation in foundation in all kinds of soil within initial lead of 50m. and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
117.09
27200
232.3
Providing and Laying Cutting edge of Mild Steel weighing 40 kg per metre including cladding for Well foundation etc. complete as per drawing and technical specifications.
471.27
5240404
11119.75
For 7.50 mtr dia Well
11
312650
28422.79
For 6.5 mtr dia Well
21
544332
25920.61
Sinking of 6m. Dia R.C.C well sinking in soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT100) to lines levels & plum by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
-
-
-
For 7.50 mtr dia Well
6
755094
125849.05
For 6.5 mtr dia Well
9
850739
94526.62
Construction of 6m. Dia R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
-
-
-
For 7.50 mtr dia Well
5.87
1763320
300395.34
For 6.5 mtr dia Well
8.92
2012622
225630.27
Construction of 6m. Dia R.C.C well sinking in Hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
-
-
-
For 7.50 mtr dia Well
1.2
721348
601124.05
For 6.5 mtr dia Well
1.8
812719
451510.96
Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth
-
-
-
A) Bottom Plugging
314.48
1910208
6074.18
B) Top Plugging
47.62
271522
5701.86
R.C.C. M-25 using 20mm down graded chips in foundation & plinth((A/R'2006 page 50 item 5)
-
-
-
A) WELL CURB
109.18
1261094
11550.6
B) WELL STEINING
278.07
2503672
9003.75
C) Railing & Post
260.2
621524
2388.64
Plain Cement Concrete M 20 Grade using 20mm down graded chips in superstructure
745.72
5934253
7957.75
R.C.C M30 using 20mm down graded HG chips etc complete.
-
-
-
(A) WELL CAP
279.39
2327891
8332.05
(B) Abutments & Pier shaft
110.39
976002
8841.4
(C) Abutment & Pier caps
60.46
534551
8841.4
(D) DIRT Wall
12.94
147363
11388.25
(E) Superstructure
551.56
13943547
25280.2
(F) Wearing Coat-Mastic Asphalt
975.75
837417
858.23
(G) Approach slab
19.64
143633
7313.3
Labour for cutting, bending, Binding T.S Road including cost & carriage of MS rod.
2292.22
20790183
9069.89
Rough stone dry packing in approns & revetments with h.g. stone boulder etc.
287.2
550631
1917.24
Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications.
58.73
131299
2235.65
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
288
40737
141.45
Providing,fixing R.C.C guard post on approach Road using 7.50 kg steel in each guard post etc complete
404
369037
913.46
Back filling behind Abutments ,Wing walls & Return walls complete as per drawing &technical specification etc complete.
-
-
-
Granular Material
194.4
195675
1006.56
Sandy Material
161.68
235549
1456.89
In Abutment / Pier Wells
967.26
842967
871.5
Supply and fixing of the POT / PTFE Bearing procured from approved manufacturer & with test certificates as per specification provided in drawing at location with all accessories complete & fixing on abutment and piers in position with all materials, labo
24
1654729
68947.06
Providing , fitting, fixing strip seal expansion joints including all cost, carriage etc complete
43
528441
12289.33
Providing Cement Concrete (1:3:6) etc complete
9.76
54730
5607.65
Supplying, fabricating welded water tight drainage spout assembly to dimensions shown on drawing of dia not less than 100mm dia with Ggalvanized steel confirming to IS 226 & fixing in position with suitable fixures at specified location on bridge decks including painting two coats with bituminous paint sealant as per IS 1834 around the spout to the deck slab as per technical specification part I/ II of Clause-2705 under Section 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
56
80335
1434.56
Fixing of anchoring bars upto 25mm to 38mm dia in foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in charge excluding cost of M.S. rods .
197
25200
127.92
Levelling the hard rock surface under wells for piers, abutments & wing under water
187.93
40365
214.79
Providing and applying two coats of water based enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm
238.4
44683
187.43
PROTECTION WORK
-
-
-
Earth work in excavation of foundation trench in all kinds of soil with all lead & lift including dressing and levelling the bed and depositing the excavated earth as directed by EIC
252
58539
232.3
Filling sand in foundation in trenches as per drawing and technical specification clause 305.3.9
56
48804
871.5
Providing Plain Cement Concrete of Nominal Mix of (1:3:6) in open foundations comepte as per drawings and as per direction of Engineer in Charge.
42
235521
5607.65
Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth
320
1865705
5830.33
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
400
56580
141.45
Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete
180
345103
1917.24
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