Haryana State Roads And Bridges Development Corporation Limited Tender
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Costs
EMD
₹ 16,90,000Document Cost
₹ 20,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2022_HBC_216433_1Bid Award Id
ViewTender No
Jind/HSRDC/RUB on Delhi-Bhatinda railway LineTender Authority
Haryana State Roads And Bridges Development Corporation Limited ViewPurchaser Address
-Website
http://etenders.hry.nic.in
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Documents
BOQ Items
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Providing and laying of Plain/Reinforced Cement Concrete (Grade M-35) in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. including cost of form work/centring and shuttring etc (HSR 15.8.8.2)
1562.42
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1600. (HSR 15.45)
278.46
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Providing and laying Plain/Reinforced cement concrete (Grade M-35) in sub structure complete as per drawing and MoRT&H Specifications 1500,1700 and 2200. including cost of form work/centring and shuttring etc (HSR 27.12.1.2)
1730.11
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Providing and laying Plain/Reinforced cement concrete (Grade M-35) in sub structure complete as per drawing and MoRT&H Specifications 1500,1700 and 2200. including cost of form work/centring and shuttring etc (HSR 27.12.2.2) Height 5m to 10 m
72.12
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications clause 1600 & 2200. (HSR 27.13)
342.42
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Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15: 1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications (HSR 17.44)
Note:- Quantity provided for aggregate is for estimating purpose. Exact quantity shall be as per mix design.
340.22
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Cement Concrete Pavement
Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction,expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications (HSR 17.45.5)
565.45
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per clause 803 of MoRT&H specification (HSR 34.26)
161.95
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications.(HSR 27.51.3)
231.23
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (HSR 27.49)
1364.63
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Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimetre per square metre, including preparation of surface but excluding grading complete with : Bitumen felt (hessian base) type 3 grade I conforming to IS 1322 (HSR 28.1.1)
1775.95
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Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1 :3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. (HSR 10.58)
2335.68
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Supply, fabrication and installation of self-supported arch shaped galvalume/ Zincalume steel sheet roofing 1.00 MM thick (BMT) (only ± 0.2mm tolerance
allowed) and 1.075 MM thick (total thickness)(only ± 0.2mm tolerance allowed) tensile strength 350 MPa coating mass 150 gm per sqm etc. of approved make . The manufacturer shall follow the IS codes 15961, type Ill with Super Durable Polyester paint, IS code 513, IS code 16163 and all other relevant Indian codes as per approved specification, design & drawings (HSR 9.30)
2130.29
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Providing and laying of Plain/Reinforced Cement Concrete (PCC Grade M-20) in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. including cost of form work/centring and shuttring etc (HSR 15.8.2)
42.37
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.28)
13000
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Construction of Embankment with Material obtained from Borrow pits Construction of Embankment CBR 8% for new road/raising berms/etc. with approved material obtained from borrow pits, including compensation of earth, with all lead and lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications (HSR 17.6)
937.33
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Providing & laying 200 mm (100mm + 100mm in two layer) Granular Sub-Base with Coarse Graded Material - Grading-III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in Mechanical Mix Plant r at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specifications. Grading I material (HSR 17.14.2)
Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).
2. Materials to be used and operations of manufacturing shall be approved by the engineer.
450.42
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Providing and Laying 100 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 50 over the bed of 30 mm thick fine sand complete in all respect. (HSR 17.69.1)
852.11
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Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 (HSR 34.2.2)
568.08
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Providing, laying, 250mm thick (125mm + 125mm in two layer) 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 as per technical clause 406 of MORT&H specifications (HSR 17.24)
350
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Providing and laying 60 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications (HSR 17.30.2)
84
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 502 of MORT&H specifications (HSR 17.25)
1400
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Providing and applying tack coat with penetration grade bitumen VG - 10 using
bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 502 of MORT&H specifications (HSR 17.26.2)
2800
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Providing and laying 40 mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications (HSR 17.31.1)
56
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres, as per technical clause 202 of MORT&H specifications (HSR 17.4)
3092.28
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Dismantling of flexible pavement by Mechanical Means (HSR 17.3)
463.84
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Providing and laying of Plain/Reinforced Cement Concrete (Grade M-25) in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. (HSR 15.8.5.2)
With Batching Plant, Transit Mixer and Concrete
508.09
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Boring for hand-pump in clay, fitting strainer and pipe (b) above 75 mm dia bore, but not exceeding 100 mm dia (i) from 0 to 15 meter (As per HSR 18.50.2.1)
30
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Boring for hand-pump in clay, fitting strainer and pipe (b) above 75 mm dia bore, but not exceeding 100 mm dia (i) from 15to30 meter (HSR 18.50.2.2)
10
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Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes
conforming to IS : 13592 Type A, including jointing with seal ring conforming
to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed
pipes. (HSR 9.57.2) 110mm diameter
59.9
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Providing & fixing PVC sloted pipe ISI mark. 150 mm dia Supreme, phinolex, Prince etc (HSR 9.57.3)
23.68
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Providing 150mm dia cowl over 150mm dia PVC pipe at the top (B1176)
2
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Providing and placing in horizontal layers filtring media screened, washed and cleaned as described below (As per HSR 20.52)
Top Layer:
Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source (HSR 20.52.1)
14
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Second layer: Coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry) (HSR 20.52.2)
14
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Third layer : Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) (HSR 20.52.3)
14
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Fourth layer:
Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry)(HSR 20.52.4)
37.24
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Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED
WITH IS: 12592 including setting the same to correct lines and levels in 1 :3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. (As per HSR 21.93.1)
Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening
4
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Providing Single phase Kirloskar diesel Generator 10 HP
Kirloskar Diesel Engine – 7.4KW at 1500 RPM 10 HP. Kirloskar Air cooled diesel engines are quality, affordable, fuel efficient machines. This engine is light weight and requires low maintenance. It is perfect for pumping applications, including irrigation and industrial uses.
2
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Nozzle of pump
Providing and laying ISI mark heavy duty Nozzle of pump for Drainage of RUB all complete as per direction of Engineer -in-charge..
2
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100 mm dia heavy duty suction pipe
PVC flexible Suction & Delivery Hoses are designed incorporating a rigid PVC spiral as an integral part of the soft PVC wall. The anti-shock rigid spiral imparts superior crush resistance to the hose. Specially formulated PVC compounds develops a top grade medium duty Suction & Delivery hose for meeting the challenging service conditions in Suction & Delivery of water for irrigation purpose agriculture with electric mono block and oil engine. Also for Suction & Delivery of saline water, light acids, alkalies and other chemicals except solvents for conveying of granules or fine particles of raw materials in processing industries in general this flexible hose can work with superior efficiency and offers more service life compared to rubber suction and delivery hoses.
40
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100 mm dia Disposal pipe
Providing & fixing PVC sloted pipe ISI mark. 100 mm dia Supreme, phinolex, Prince etc (HSR 9.57.3)
200
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.27)
619.9
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (HSR 13.29.2)
808.73
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Road Markers/Road Stud with Lanse/ Cat Eyes Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and
bedded in a suitable bituminous grout or epoxy mortar, all as per BS 8 73 part 4: 1973 (HSR34.33)
426
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Mandatory sign board 600 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 6Dx60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 (HSR 34.7.1)
Using retro reflective Sheeting Class C as per IRC 67 2012 60 cm Circular (Speed limit) ( left & right hand curve,Traffic merging )
14
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Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting &
a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. (HSR 34.19.1)
Using retro reflective Sheeting Class C as per IRC 67 2012
8
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Informatory sign board 600x450 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size
aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012
Using retro reflective Sheeting Class C as per IRC 67 2012 (HSR 34.9.1)
12
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Road Delineators
Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement.(HSR34.37)
40
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Reflective tape safety tape reflects light that is shined on or towards it. Safety reflective tape is constructed using the technology combination of tiny glass beads, prisms and metals to create a highly reflective surface within the tape.
850
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Overhead Gantry Sign Board (12 metre Width)
Providing and erecting 12 m wide overhead signs with a corrosion resistant aluminium alloy sheet reflected with high intensity retro-reflective sheeting with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802. 7 over a designed support system of galvanized steel trusses of section and type to be mounted by bolts and nuts over RCC structure as per drawing (HSR34.53)
2
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Utility Shifting of Sewer Line & Water Supply line
Excavation of trenches in streets, lanes or in open areas for strong sewer. Sewer running by gravity and main holes to depths as showing drawing including shoring, timbering of poling boards. Frame system type and removal of surplus soil from site of work upto a lead of 1 km in ordinary soil without timbering or shoring. (HSR 4.14 + HSR 4.17), (93+3 = 96) a) without timbering or shoring
2411
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Dimolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer- in -charge : (HSR 5.23.2) Nominal concrete 1:2:4 or leaner mix (i/c equivalent cum design mix)
106
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level :(HSR 6.1.6) :4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded cum stone aggregate 40 mm nominal size)
54
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level :(HSR 6.1.2) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded cum stone aggregate 20 mm nominal size)
107
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level :(HSR 6.1.1) 1 : 1 1/2 :3 (1 Cement : 1 1/2 coarse sand (zone-III) : 3 cum graded stone aggregate 20 mm nominal size)
8
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12 mm thick cement plaster 1:2 with rendering (HSR 11.21 + HSR 11.52)
150
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Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : (HSR 7.22.1) Cement morter 1:4 (1 cement : 4 coarse sand)
6
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Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 6.33.1) Mild steel and Medium Tensile steel bars
7
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Providing and fixing steel bar embended plastic steps of size 263 mm x each 143 165 mm of orange color conforming to specification in pump chambers, manhole etc., having minimum 3 mm thick polypropylene polymer confirming to IS: 10910 encapsulated on 12 mm a 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, uploading, stacking, handing, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge (HSR 21.28)
100
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Providing masonery plugs to ends of sewers of all type with 11:43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). (HSR 21.57.1.7 ) 300mm
10
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Providing and fixing SFRC manhole cover and frames marked with IS: 12592 including setting the same to correct line and levels in 1:3 cement sand mortar over manhole including carriage, loading, unloading stacking, handling, re-handling, etc complete in all respects to the satisfaction of the Engineer-in-Charge. (HSR 21.93.1) Type:- Extra Heavy Duty set (EHD - 35) 560 MM Clear Opening
20
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Providing salt glazed stone ware pipes grade 'A' in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respect to satisfaction of Engineer-in-Charge. (HSR 21.94.5) 300 mm i/d
1020
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Providing and fixing for making of water supply and sewer connections dimantling for laying of proposed sewer line complete in all respect. (NS Item)
70
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m : (HSR 4.16.1.3) Pipes, cables etc. exceeeding 300 mm metre dia but not exceeding 600mm
284
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Providing and fixing C.I. sluice valves (with cap), complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): (HSR 22.162.3.1) 150 mm diameter (Class I)
3
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Providing and fixing cast Iron Detacheable joints class - 15 marked with IS : 8794 for use with asbestos cement pressure pipes complete with 2 Nos. rubber rings marked with IS : 5382 & IS : 10292 and appropriate number of nut and bolts marked with IS : 1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (Excavation will be paid separately) (HSR 20.58.4) 200mm i/d CID Joint
6
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Bailing out water from trenches for making new connections fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by Engineer-in-Charge. (HSR 20.49.1) Up to 200 mm internal diameter
4
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Stringing out C.I. pipes and specials casting along trenches and laying the same in trenches to correct, alignment and gradients including cartage from divisional stores of nearest Railway Station to Site of works and return of pieces to pipes to Stores (HSR 20.1.4) 150 mm internal diameter pipe line laid complete
340
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Cuttig cast iron pipes and special chipping or filling the surface to uni-form finish (HSR 20.3.2) 100 mm internal diameter pipe
23
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Jointing cast iron socketed pipes, valves and specials with rubber tyton joints fitted complete including cost of labour and tools etc., and tested complete. (HSR 20.6.2) Labour cost for 100mm joints
68
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Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to 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-in-Charge. Note: E/W to be measured and paid separately. (HSR 20.64.1) 100mm i/d
340
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Provision and fixing of various sizes CI/DI Special Tee Bend as per ISI Specification suitable for DI Pipes (NS Item)
150
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Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications (HSR 34.39.2)
14.6
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Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 1 O A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of
PCC 1 :5: 1 O of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge (HSR 24.4.8.4)
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CREDIT FOR OLD USEFUL DISMANTLED MATERIAL
The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculatting financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoritical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approved from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimuim price to be quoted is limited to reserve price as fixed and mentioned as under :-
a) Scarifying the existing bituminous surface @ Rs 1637/- per Cum
123.69
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a) Scarifying Existing Granular surface @ Rs 708/- per Cum
Note :- All quantities of the above materials have been waorked out on the basis of theoretical quantities laid on this work. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found an lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesse than reserve price
371.07
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