Haryana Board Corporation Tender
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Costs
EMD
₹ 42,500Document Cost
₹ 1,000Tender Fee
₹ 1,180
Summary
Development Of Site Revoked From Department Of Social Justice Empowerment Haryana In Sector-4p, Rohtak
Description
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Contact
Tender Id
2020_HBC_129362_1Bid Award Id
ViewTender No
Job No.22Tender Authority
Haryana Board Corporation ViewPurchaser Address
-Website
http://etenders.hry.nic.in
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Documents
BOQ Items
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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.
207
-
912
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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
1380
-
140
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App. Item Providing and laying of surface dressing laying bitumen @ 100 kg/100 sqm mixed with 11.2mm gauge bajri on WBM complete in all respect.
1380
-
47
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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.
14
-
5183.75
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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.
6
-
5638.33
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16.25+16.26 Appling priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces
Painting two coats with redy-mixed exterior paint in all shades on newly plast ered or concrete surface of walls
106
-
58.08
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SUB WORK NO.II Internal Distribution (Water Supply). 6.8(a) 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 (a) Without timbering and shoring upto 1.5 meters depth.
205
-
4841
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28.61 (a) Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K7 grade S&S pipes as per IS:8329-2000 (Amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately.
100mm i/d
255
-
904.5
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28.65(i) Providing, lowering, laying, aligning, fixing in position and jointing at all level/depths DI standard specials plain/flanged/socketed confirming to IS:9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commission along with pipe line as per Technical Specification and as per direction of Engineer.
(i) Upto 300mm dia
510
-
72
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28.10 Providing and fixing cast iron double flanged sluice valve PN-1.6 marked with IS :14846 including nuts and 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. (Makes AARKO, VENUS, LEADER, SI, PANJA, UPADHAY)
100mm i/d
2
-
3698
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SUB WORK NO.III Internal Sewerage 6.10(a) 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.
440
-
5588.3
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10.28 Cement concrete1:8:16 with stone aggregate 40 mm Nominal size in foundation and plinth. (Lines above water level)
19
-
1752.58
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29.95 Prov. SALT GRAZED 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 stacking, handling, re-handling etc. comp0lete in all respects to the satisfaction to the engineer-in-charges.
200mm i/d
255
-
265.65
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10.39 Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth
6
-
2217.05
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10.79 Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work, but excluding steel reinforcement, centring and shuttering in foundation and plinth.
2
-
3441.9
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10.41 Cement concrete 1:2:4 with stone aggregate 20 mm Nominal size in foundation and plinth
5
-
3385.8
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11.23 First Class brick work laid in cement, stone dust (From Crusher) mortar 1:5 in foundation and plinth
22
-
3207.75
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15.3 12 mm thick cement plaster 1:2
107
-
116.2
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15.75 Cement rendering on plaster 1 mm thick.
107
-
29.75
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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
5
-
5488.45
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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.
15
-
27.5
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18.22 Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depts/storeys/basements etc.
5
-
5562.3
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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
22
-
11.28
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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 3 mm 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 carriage, loading, unloading, stacking, handling, rehandling etc. complete in all respect to the satisfaction of Engineer-in-charge.
44
-
90
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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
11
-
1155
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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
5
-
477.95
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SUB WORK NO.IV Internal Storm Water Drainage 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.
390
-
5588.3
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29.93 (a) Providing, lowering, laying, cutting (cut surface tube uniformity finished) jointing with rubber rings marked with IS:5382 and testing of spigot and socketted 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.
250mm i/d RCC pipe
45
-
319.2
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(i) 300mm i/d RCC Pipe
255
-
434.7
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29.87 (b) 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.)
6
-
2695
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(i) Double Road Gully Chamber
Size 1448mm x 457mm x 800mm
3
-
3630
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10.39 Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth
5
-
2217.05
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10.79 Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work, but excluding steel reinforcement, centring and shuttering in foundation and plinth.
2
-
3441.9
... More
10.41 Cement concrete 1:2:4 with stone aggregate 20 mm Nominal size in foundation and plinth
4
-
3385.8
... More
11.23 First Class brick work laid in cement, stone dust (From Crusher) mortar 1:5 in foundation and plinth
18
-
3207.75
... More
15.3 12 mm thick cement plaster 1:2
87
-
116.2
... More
15.75 Cement rendering on plaster 1 mm thick.
87
-
29.75
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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
4
-
5488.45
... More
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.
13
-
27.5
... More
18.22 Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depts/storeys/basements etc.
4
-
5562.3
... More
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
18
-
11.28
... More
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 3 mm 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 carriage, loading, unloading, stacking, handling, rehandling etc. complete in all respect to the satisfaction of Engineer-in-charge.
36
-
90
... More
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
9
-
1155
... More
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
4
-
477.95
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