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Costs
EMD
₹ 26,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Roads In Phase-i And Ii, Providing Internal Water Supply, Sewerage Scheme And Storm Water Drainage In Sector-27, 28 Part And 26 Part, Rohtak
Description
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Contact
Tender Id
2019_HBC_104320_1Bid Award Id
ViewTender No
180Tender Authority
Urban Development Authority ViewPurchaser Address
-Website
http://https://home.nprocure.com
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Documents
BOQ Items
App. Item Providing, laying, spreading and compacting hand broken /crushed stone aggregate 250mm thick wet mix macadam confirming to physical requirement laid in table 400.12 of MORT&H specifications and grading laid in table 400.13 of MORT&H specification in two layer compacted equal thickness and compacted to required standard as per MORT&H including premixing of material with water in mixing plant for Wet Mix Macadam carriage of mixed material by tipers to the site and laying material in uniform thickness and spreading by motor grader of edequate capacity, rolling with road roller 8-10 tonne in stages to proper grade and any spot depressions which becomes apparent corrected by removing or adding fresh material and camber spreading and brooming including template, barrier, lighting arrangement at night, chowkidar &mtc. of diversion etc. complete in all respect as per Clause-406.2 of MORT&H specification drawing & the instruction of Engineer-in-charge, density of WMM as laid 2.2 gms/cc complete in all respect to the entire satisfaction of the Engineer-In-Charge.
6252
-
1255
App. Item Providing and laying of primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.60 kg to 0.90 kg per sqm using mechanical broom complete as per clause 502 of MORT&H specification.
24992
-
20.85
App. Item Providing and laying of tack coat using bitumen @ 25kg per 100 sqm, using 80/100 grade bitumen including all kind of material and labour including cleaning of steel surface with mechanical brooms as per clause 303 by MORT&H specification.
24992
-
9.7
App. Item Providing and laying 50mm thick compacted thickness of Dense bituminous macadam on carriage way road by hot mix plant and mechanical paver finisher as per clause No. 505 and table No. 505.2.5.1 G-II and 113.3 of MORT&H specification for road and bridges works (Vth revision) of 2001/latest edition using binder less than 4.50% bitumen grade 60/70 grade as binder content by weight of total mix complete in all respect including cost of bitumen. Instructions issued from time to time by MORT&H regarding machinery and bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MORT&H specification if mandatory density of dense bituminous macadam shall not be less then 2.30 gm/cc after compacting
2885
-
2638.75
App. Item Providing and laying 25mm thick premix carpet with seal coat ‘B’ type with paver using 2.30mm stone chipping 13.2mm nominal size 1.10 Cum stone grit 11.2mm nominal size as per table No. 500.17. For premixing 120Kg Per 100 Sqm for 13.2mm nominal size grit 62kg. Per 100 Sqm for 11.2mm grit and 68 Kg seal coat including roling to proper grade. The rates shall be including the cost of all material of i.ebajri and stone dust bitumen labour for laying tack coat and seal coat spreading and rolling to standard specification and complete all respect.
134822
-
145.3
10.77 Pre-cast cement concrete 1:2:4 with stone aggregate 20mm nominal size in kerbs and the like items, finished smooth with 6mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey.
1366
-
5183.75
10.78 Pre-cast cement concrete 1:2:4 with stone aggregate 20mm nominal size in tiles and channels and the like items, finished smooth with 6mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey.
518
-
5638.33
16.25+16.26 Appling priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces
Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls
10511
-
58.08
App. Item Providing and marking centre line with hot applied thermoplastic road marking paint 10 cm wide complete in all respect such as furnishing all labour material, materials, tools equipment including all incidental for carrying out the work as site conforming to the technical specification clause no. 803 of MORT& H specification for road and bridge works (IVth revision) of 2001/latest edition
5160
-
361
App. Item Supplying laying, consolidation of stone soiling 100mm thick compacted using 0.91 Cum stone soiling 63mm to 45mm gauge and screening or Nala sand @ 0.20 Cum per 100 Sqm. The material should be hand broken and durable stone free from excess flats, enclosed soft and dirt and other deleterious material. The material shall be of uniform textures compact heavy and dark coloured. The light coloured sandy layeriate as well as those containing much clay shall be rejected. The aggregates used shall be supplied from approved quarry. 45mm designation passing
90mm 100-00
63mm 90-100
53mm 25-75
22.4mm 0-15
11.2mm 0-5
The rate includes all kind of material, labour and all other items relating to laying of material complete in all respect
10215
-
905
App. Item Supplying laying, consolidation of stone metal 75mm thick each (2 layer) compacted using 0.91 Cum stone metal 53mm to 22.4mm gauge and screening or Nalla sand @ 0.18 Cum per 100 Sqm. The material should be hand broken and durable stone free from excess flats, enclosed soft and dirt and other deleterious material. The material shall be of uniform textures compact heavy and dark coloured. The light coloured sandy layeriate as well as those containing much clay shall be rejected. The aggregates used shall be supplied from approved quarry. Grading No. Size range sieve % age by weight 3
63mm 100-00
53mm 90-100
45mm 65-90
22.4mm 0-00
11.2mm 0-5
The rate includes all kind of material, labour and all other items relating to laying of material complete in all respect.
16505
-
912
App. Item Providing and laying of surface dressing laying bitumen @ 100kg/100 sqm mixed with 11.2mm gauge bajri on WBM
109830
-
48.9
6.6 Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters
1002
-
5817.53
10.40Cement concrete 1:3:6 with stone aggregate 20 mm nominal size in foundation and plinth
212
-
2842.95
10.41 Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth
112
-
3385.8
10..82+10.95A Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal,excluding steel reinforcement, but including centring and shuttering,laid in position , complete in all respects
Extra over Item Nos.10.79 to 10.94, if 1:1-1/2:3 mix is used,instead of 1:2:4
470
-
5966.4
11.23 First class brick work laid in cement, stone dust (from crusher) mortar 1:5 in foundation and plinth
803
-
2993.9
15.3+15.75 12 mm thick cement plaster 1:2
Cement rendering on plaster 1 mm thick.
740
-
125.1
14.10 Conglomerate floor 50 mm thick cement concrete topping 1:2:4
80
-
188
18.22 Cold twisted deformed (ribbed/tor steel) bars for R.C.C works, where Not included in the complete rate of R.C.C. including bending, binding and placing in position complete.
595
-
5562.3
SUB WORK NO.II WATER SUPPLY SCHEME 6.8a EXCAVATION FOR PIPELINES RUNNING UNDER PRESSURE IN TRENCHES AND PITS, IN OPEN AREAS, WHERE DISPOSAL OF SURPLUS EARTH IS DONE ALONGWITH THE ALIGNMENT including trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint holes cutting trees and bushes, etc., refilling consolidation and watering of refo;; om 15 cm layers AND RESTORATION OF UNMETALLEDOR UNPAVED SURFACE TO ITS ORIGINAL CONDITION, including the cost of dewatering of rain water, diversion of traffic night signals fixing caution boards, watching fencing etc., and outside the town in ORDINARY SOIL Without timbering and shoring upto 1.5 meters depth.
Bottom width of trench Upto 250mm i/d pipe.
24780
-
4841
28.61 Stringing out D.I. K9 pipes and specials casting along trenches and laying the same in trenches to correct, alignment and gradients including cartage from divisional stores or nearest Railway Station to site of work and return of pieces of pipes to stores of following (i) 500mm
150
-
64.56
(ii) 350mm
1150
-
39.43
(iii) 300mm
555
-
28.45
(iv) 250mm
395
-
22.99
(v) 200mm
2280
-
11.38
(vi) 150mm
2865
-
8.47
(vii) 100mm
22845
-
2.62
28.63 Cutting DI pipes and special and chipping or filling the surface to a uniform finish (i) 500MM
3
-
139.5
(ii) 350mm
23
-
68.85
(iii) 300mm
11
-
50
(iv) 250mm
8
-
40.2
(v) 200mm
46
-
31.05
(vi) 150mm
58
-
24.2
(vii) 100mm
457
-
21.3
28.64 Jointing of DI socketed pipes, valves and special with rubber tyton joints fitted complete including cost of labour and tools etc. and tested complete (i) 500mm
30
-
88.2
(ii) 350mm
232
-
56.15
(iii) 300mm
112
-
50.55
(iv) 250mm
80
-
40.45
(v) 200mm
460
-
36.45
(vi)150mm
570
-
32.4
(vii) 100mm
4610
-
29.15
28.1 0 Providing and fixing cast iron double flanged sluice valves PN-1.6 marked with IS:14846 including nuts & bolts marked with IS:1363, Rubber sheet marked with IS:638 etc. carriage loading, unloading, stacking, handling, re-handling etc. complete in all respect to the satisfaction of Engineer-in-charge (Make AARKO, VENUS, LEADER, SI, PANJA, UPADHAY). (i) 500mm
4
-
73602.1
(ii) 350mm
6
-
33434.5
(iii) 300mm
4
-
20838.4
(iv) 250mm
2
-
17147.9
(v) 200mm
8
-
10939.5
(vi) 150mm
15
-
6279.9
(vii) 100mm
80
-
4067.8
28.10 (a) Providing & fixing cast iron double flanged swing check type reflux (non return) values PN-1.6 marked with IS:5312 including nuts & Bolts marked with IS:1363, Rubber sheet marked with IS:638 etc. carriage, loading, unloading, stacking handling, re-handling etc. complete in all respect to the satisfaction of Engineer-in-Charge (Make AARKO, VENUS, LEADER, SI, PANJA, UPADHAY) (i) 500mm i/d
4
-
52
(ii) 350mm i/d
4
-
38093
28.12 Providing and fixing CAST IRON SINGLE AIR Valve marked with IS:14845 including carriage loading, unloading, stacking, handling, re-handling etc. drilling tapping screwing etc. in valves connecting complete in all respect to the satisfaction of Engineer-in-charge. (i) 500mm dia
5
-
1948.1
28.13 Providing and fixing cast iron double air valves of sizes given below marked with IS:14845 including carriage, loading, unloading, stacking, handling, re-handling etc. drilling, tapping, screwing in valves connections complete in all respect to the satisfaction of Engineer-in-charge 80mm i/d
4
-
2313.3
28.13a Providing and fixing CAST IRON KINETIC AIR VALVES of size given below marked with IS:14845 including carriage, loading, unloading, stacking, handling, re-handling etc. drilling, tapping, screwing in valves connections complete in all respects to the satisfaction of Engineer-in-Charge 80mm i/d
2
-
3106.4
App. Item Providing and fixing of D.I. flanged orsocketted specials confirming to B.S: KN:S45/1995 class 'A' series K-12 with latestrevision of reputed make likeelectriosteel, casting ltd. complete in allrespect to the satisfaction of theEngineer-in-Charge
Size 100mm to 200mm
42000
-
115
Size 250mm to 500mm
4500
-
134
10.28 Cement concrete1:8:16 with stone aggregate 40 mm Nominal size in foundation and plinth.
38
-
1752.58
10.41 Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth.
9
-
3385.8
11.23 First class brick work laid in cement, stone dust (From crusher) mortar 1:5 in foundation and plinth.
168
-
2993.9
15.3+15.75 12mm thick cement plaster 1:2 Cement rendering on plaster 1mm thick
Cement rendering on plaster 1 mm thick
590
-
125.1
10.82+10.95 a Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal ,excluding steel reinforcement, but including centring and shuttering ,laid in position , complete in all respects
Extra over Item Nos.10.79 to 10.94, if 1:1-1/2:3 mix is used ,instead of 1:2:4
38
-
5966.4
SUB WORK NO.III SEWERAGE SCHEME 6.10a EXCAVATION, OF TRENCHES IN STREETS, LANES OR IN OPEN AREAS FOR STORM SEWER, SEWERS RUNNING BY GRAVITY AND MANHOLES TO FULL DEPTHS AS SHOWN IN DRAWINGS INCLUDING SHORING TIMBERING OF POLING BOARDS, FRAME SYSTEM TYPE, dressing to correct sections and dimensions, according to templates and levels, dewatering, provision for diversion of traffic cutting trees and bushes etc. night signals, profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching fencing etc, fixing and maintenance of caution boards, refilling of trenches, watering of refill in 15 cm layers, ramming and restoration of unmetalled or unpaved surface to original condition AND REMOVAL OF SURPLUS SOIL, FROM SITE OF WORK, UPTO A LEAD OF 1 KM IN ORDINARY SOIL. (a) for depths of excavation not exceeding 3 meters below ground level.
45900
-
9019.3
(b) for depths of excavation not exceeding 3 meters, but not exceeding 4.5 meters.
1565
-
9935.8
10.28 Cement concrete1:8:16 with stone aggregate 40 mm Nominal size in foundation and plinth.
1520
-
1752.58
10.41 Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth.
1482
-
3385.8
29.95 Providing SALT GLAZED STONE WARE PIPES GRADE ‘A’ IN STANDARD LENGTH OF 600MM EACH PIPE MARKED WITH IS:651 and their lowering, cutting, jointing and testing as described in HSR item No.29.38, 29.39, 29.40 including the cost of jointing materials as wells as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-charge.
200mm i/d
17845
-
265.65
250mm i/d
1315
-
405.3
300mm i/d
590
-
588
400mm i/d
695
-
1499.4
450mm i/d
450
-
1988.7
500mm i/d
975
-
3179.4
600mm i/d
30
-
4427.85
10.39 Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation plinth
477
-
2217.05
10.79 Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforcement
162
-
3441.9
10.86 Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforcement concrete work
468
-
6060.18
11.23 First class brick work laid in cement sand mortar 1:5
1777
-
2993.9
15.3 12 mm thick cement plaster 1:2
8461
-
99.6
15.75 Cement rendering on plaster 1 mm thick
8461
-
25.5
10.82 Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal ,excluding steel reinforcement, but including centring and shuttering ,laid in position , complete in all respects
399
-
5488.45
29.43 Extra over the rate laid down in this schedule for cement concrete work for making and finishing benching and complicated floor work in manholes, including formation of channels and bullnozing and smooth finishing the surface accurately to template.
1255
-
27.5
18.22 Cold twisted deformed (ribbed/tor steel) bars for R.C.C works, where Not included in the complete rate of R.C.C. including bending, binding and placing in position complete
867
-
5562.3
29.57 Providing masonry plugs to ends of sewer of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12mm thick cement plaster 1:6 (As required by the Engineer-in Charge) 200mm i/d
1430
-
7.18
250mm i/d
108
-
9.45
300mm i/d
48
-
14.7
400mm i/d
58
-
25.9
450mm i/d
36
-
32.9
500mm i/d
52
-
38.5
600mm i/d
8
-
56
29.28 Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, conforming to specifications in pump chambers, manholes etc. having minimum 3mm thick polypropylene polymer confirming to IS:10910 encapsulated on 12mm dia ribbed steel bars per IS:1786
The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including cartage, loading, unloading, stacking handling, rehandling etc. complete in all respect to the satisfaction of Engineer-in-charge.
3644
-
90
29.94 Providing and fixing SFRC manhole covers and frames marked with IS:12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading, stacking, handling, re-handling etc. complete in all respect to the satisfaction of Engineer-in-charge.
Type extra heavy duty set (HD-20)
560mm clear opening
870
-
1260
10.95 Extra over Item Nos.10.79 to 10.94, if 1:1-1/2:3 mix is used ,instead of 1:2:4
930
-
477.95
SUB WORK NO.IV STORM WATER DRAINAGE SCHEME 6.10(a) (-) Note-I 6.12 EXCAVATION, OF TRENCHES IN STREETS, LANES OR IN OPEN AREAS FOR STORM SEWER, SEWERS RUNNING BY GRAVITY AND MANHOLES TO FULL DEPTHS AS SHOWN IN DRAWINGS INCLUDING SHORING TIMBERING OF POLING BOARDS, FRAME SYSTEM TYPE, dressing to correct sections and dimensions, according to templates and levels, dewatering, provision for diversion of traffic cutting trees and bushes etc. night signals, profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching fencing etc, fixing and maintenance of caution boards, refilling of trenches, watering of refill in 15 cm layers, ramming and restoration of unmetalled or unpaved surface to original condition AND REMOVAL OF SURPLUS SOIL, FROM SITE OF WORK, UPTO A LEAD OF 1 KM IN ORDINARY SOIL.
(a) for depths of excavation not exceeding 3 meters below ground level.
35875
-
5588.3
6.10a EXCAVATION, OF TRENCHES IN STREETS, LANES OR IN OPEN AREAS FOR STORM SEWER, SEWERS RUNNING BY GRAVITY AND MANHOLES TO FULL DEPTHS AS SHOWN IN DRAWINGS INCLUDING SHORING TIMBERING OF POLING BOARDS, FRAME SYSTEM TYPE, dressing to correct sections and dimensions, according to templates and levels, dewatering, provision for diversion of traffic cutting trees and bushes etc. night signals, profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching fencing etc, fixing and maintenance of caution boards, refilling of trenches, watering of refill in 15 cm layers, ramming and restoration of unmetalled or unpaved surface to original condition AND REMOVAL OF SURPLUS SOIL, FROM SITE OF WORK, UPTO A LEAD OF 1 KM IN ORDINARY SOIL.
(a) for depths of excavation not exceeding 3 meters below ground level.
28420
-
9019.3
6.10 b (b) for depths of excavation not exceeding 3 meters, but not exceeding 4.5 meters.
130
-
9935.8
29.96 Providing, lowering, cutting, jointing and testing RCC pipe class-NP3 as per IS:458-2003 with spigot and ocketed joints manufactured with ISI marked sulphate resistance cement as per ISI12330 with rubber rings ISI marked, antiternmite as required at site, into trenches, for all-depths and laying out the same to correct alignment, gridients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1½ cement sand mortar and with end dowels filled with 1:1½ cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in HSR item no.29.38, 29.14, 29.45 and 29.46 including cartage loading and unloading complete in all respect. The internal diametric of the sewer being. 400mm i/d (RCC PIPE)
27655
-
1364
450mm i/d (RCC PIPE)
400
-
1685
500mm i/d (RCC PIPE)
485
-
1854
600mm i/d (RCC PIPE)
790
-
2440
700mm i/d (RCC PIPE)
425
-
3090
800mm i/d (RCC PIPE)
680
-
3697
900mm i/d (RCC PIPE)
450
-
3922
1000mm i/d (RCC PIPE)
535
-
4851.25
1200mm i/d (RCC PIPE)
255
-
5894
1400mm i/d (RCC PIPE)
25
-
6363
29.93 Providing, lowering, laying, cutting (cut surface tube uniformity finished) jointing with rubber rings marked with IS:5382 and testing of spigot and ocketed RCC NP-2 marked with IS 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer-in-Charge.
3980
-
319.2
29.87 (b) (i) Construction brick masonry ventilating chambers as per standard drawings (as per sizes given below) including 15cm thick lime concrete 16:24:100 ( as per specified in cement sand mortor, 1:5, 40mm thick cement concrete 1.5mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I road gully grating and frame including painting with coal tar (as specified in item No.29.48 complete and to the requirement of the Engineer-in-charge.) (Detail attached)
(a) (ii).- Single Road Gully Chamber
596
-
2695
(b) (i).- Double Road Gully Chamber Size 1448mm x 457mm x 800mm
200
-
3630
10.39 Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation plinth
441
-
2217.05
10.79 Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforcement
148
-
3441.9
10.41 Cement concrete 1:2: 4 with stone aggregate 40mm nominal size in foundation plinth
344
-
3385.8
10.86 Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforcement concrete work
270
-
6060.18
11.23 First class brick work laid in cement sand mortar 1:5
1631
-
2993.9
15.3 12 mm thick cement plaster 1:2
7679
-
99.6
15.75 Cement rendering on plaster 1 mm thick
7679
-
25.5
10.82 Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal ,excluding steel reinforcement, but including centring and shuttering ,laid in position , complete in all respects
365
-
5488.45
29.43 Extra over the rate laid down in this schedule for cement concrete work for making and finishing benching and complicated floor work in manholes, including formation of channels and bullnozing and smooth finishing the surface accurately to template.
1155
-
27.5
18.22 Cold twisted deformed (ribbed/tor steel) bars for R.C.C works, where Not included in the complete rate of R.C.C. including bending, binding and placing in position complete
635
-
5562.3
29.57 Providing masonry plugs to ends of sewer of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12mm thick cement plaster 1:6 (As required by the Engineer-in Charge) 400mm i/d
1384
-
25.9
450mm i/d
20
-
32.9
500mm i/d
24
-
38.5
600mm i/d
42
-
56
700mm i/d
22
-
75.25
800mm i/d
17
-
108.5
900mm i/d
22
-
129.5
1000mm i/d
14
-
164.5
1200mm i/d
6
-
238
1400mm i/d
2
-
313.25
29.28 Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, conforming to specifications in pump chambers, manholes etc. having minimum 3mm thick polypropylene polymer confirming to IS:10910 encapsulated on 12mm dia ribbed steel bars per IS:1786
The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including cartage, loading, unloading, stacking handling, rehandling etc. complete in all respect to the satisfaction of Engineer-in-charge.
2960
-
90
29.94 Providing and fixing SFRC manhole covers and frames marked with IS:12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading, stacking, handling, re-handling etc. complete in all respect to the satisfaction of Engineer-in-charge.
Type extra heavy duty set (HD-20)
560mm clear opening
796
-
1260
10.95 Extra over Item Nos.10.79 to 10.94, if 1:1-1/2:3 mix is used ,instead of 1:2:4
695
-
477.95
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