Aurangabad Smart City Development Corporation Limited Tender
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Aurangabad Smart City Development Corporation Limited - ASCDCL Tender
Civil And Construction
Road Construction
Civil Construction
Eprocure
Opening Date11 Mar 2022
Closing Date28 Mar 2022
Tender Amount₹ 86,80,49,611
Costs
EMD
₹ 86,80,500Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_ASCDC_779217_1Bid Award Id
ViewTender No
ASCDCL/2022/247Tender Authority
Aurangabad Smart City Development Corporation Limited ViewPurchaser Address
-Website
http://http://www.aurangabadmahapalika.org/RtsPortal/CitizenHome.html
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Documents
BOQ Items
Providing and applying cement slurry on existing BT road with and before laying of DLC at the rate 1.75kg/sqm cement spreading the same uniformely over the surface etc.complete as directed by engineer in charge (rate excluding scaryfying and brooming)as per rate analysis reference of DSR table no.13.1-consumption of cement / item no.43/-308(Non DSR).(INo3-A, PgNo 50) ( STATE SSR ) Item Spec: (Non DSR)
16535
-
16.4
Providing and laying in situ M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer with natural sand / VSI standard Artificial Sand)....(INo12-25, PgNo 65) ( STATE SSR ) Item Spec: (BR.5 Page No. 105 and B.7, Page No. 38)
68.98
-
5975.7
Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.(INo3-09 , PgNo 27) ( STATE SSR ) Item Spec: (MORTH 501.8.2.1)
90900
-
46.2
Brooming the W.B.M. surface by wire Brushes, coir brushers, dusting, cleaning etc. for receiving the bituminous treatment complete. Brooming the water Bound Macadam surface by wire.....(INo3-14 , PgNo 27) ( STATE SSR ) Item Spec: (MORTH 404)
2362.5
-
17.85
Transporting materials from the site to the site of deposition as directed. Transportation for 10 km .(INo20-ST C1 PWD , PgNo 540) ( STATE SSR ) Item Spec: ( PWD SSR 2021-22 ST C1)....(INo20-ST C1 , PgNo 540) ( STATE SSR ) Item Spec: (PWD SSR)
93152.9
-
301.7
Providing and constructing B.B masonry valve chamber with 15 cm thick 1:3:6 proportion P.C.C bedding , excluding excavation , B.B masonry in CM 1:5 proportion precast S.F.R.C frame and cover , Etc Comp
280
-
14410.2
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources).(INo2-28, PgNo 24) ( STATE SSR ) Item Spec: (MORTH 305)
38565
-
982.15
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material.(INo3-02, PgNo 26) ( STATE SSR ) Item Spec: (MORTH 401)
29200.85
-
2396.5
Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying by Grader / Paver....(INo3-23, PgNo 28) ( STATE SSR ) Item Spec: (MORTH 406)
18890.94
-
2452.45
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( Natural Sand / VSI grade finely washed crushed sand ) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, 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/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.(INo5-13, PgNo 37) ( STATE SSR ) Item Spec: (MORTH 601)
20617.15
-
4100.3
Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.(INo5-15 , PgNo 37) ( STATE SSR ) Item Spec: (MORTH 602.2.8)
43072.1
-
405.3
Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.....(INo5-16 , PgNo 37) ( STATE SSR ) Item Spec: (MORTH 602.2.8)
80261
-
287.7
Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( Natural Sand / VSI grade finely washed crushed sand ) conforming to IS 383, using fine & coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.....(INo5-03, PgNo 34) ( STATE SSR ) Item Spec: (MORTH 602)
37973.16
-
7816.35
Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.....(INo14-01, PgNo 71) ( STATE SSR ) Item Spec: (BR.35 Page No. 134)
351.63
-
73531.2
Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.....(INo5-17 , PgNo 37) ( STATE SSR ) Item Spec: (MORTH 602.6)
209644.05
-
75.6
Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor & allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction & longitudinal joints (15 mm. deep x 8 mm.wide)....(INo5-18 , PgNo 37) ( STATE SSR ) Item Spec: (MORTH 602.10.3)
209644.03
-
174.3
Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.....(INo3-29, PgNo 28) ( STATE SSR ) Item Spec: (MORTH 502)
2390
-
29.2
BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen 3.30% of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates)....(INo3-42, PgNo 30) ( STATE SSR ) Item Spec: (MORTH 504)
191.2
-
6474.1
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)....(INo3-30, PgNo 28) ( STATE SSR ) Item Spec: (MORTH 503)
2390
-
14.45
BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG- 30 bulk bitumen rates are considered to arrive at rates)....(INo3-50, PgNo 31) ( STATE SSR ) Item Spec: (MORTH 507)
95.6
-
9061.35
Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-40 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of (VSI grade finely washed crushed sand ) 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.....(INo5-21 , PgNo 38) ( STATE SSR ) Item Spec: (MORTH 410.3.6 & IS 15658 - 2006)
59536.5
-
1211.7
Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of (VSI grade finely washed crushed sand ) 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.....(INo5-20 , PgNo 37) ( STATE SSR ) Item Spec: (MORTH 410.3.6 & IS 15658 - 2006)
13584.7
-
1191.75
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.complete.....(INo6-12A , PgNo 40) ( STATE SSR ) Item Spec: (MORTH 803.4)
10871.75
-
699.3
Supplying & Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.....(INo6-09 , PgNo 40) ( STATE SSR ) Item Spec: (MORTH 804)
11128.5
-
526.05
Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component cold plastic profiled material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete.....(INo51-126A , PgNo 279) ( STATE SSR ) Item Spec: (As directed by Engineer -in- Charge)
564.71
-
3891.3
Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 1.5mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro- prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67- 2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer & authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.....(INo6-27A , PgNo 43) ( STATE SSR ) Item Spec: (MORTH 801)
82
-
4284
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 3mm aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer & authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.....(INo6-29B , PgNo 44) ( STATE SSR ) Item Spec: (MORTH 801)
82
-
3869.25
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, ransportation, and labour etc complete. Spec. No. As directed by Engineer in Charge....(INo6-36 , PgNo 47) ( STATE SSR ) Item Spec: (MORTH 801)
74
-
9748.2
Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge.Using Concrete Batching and Mixing Plant.(INo7-01 , PgNo 53) ( STATE SSR ) Item Spec: (MORTH 409)
58150
-
543.9
Providing Reinforced cement concrete
crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 30 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT & H 2013 Cl 811 Page No 360....(INo7-37 , PgNo 57) ( STATE SSR ) Item Spec: (MORTH 2703/811)
1200
-
3748.5
Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts etc. complete.(INo46-09 , PgNo 215) ( STATE SSR ) Item Spec: (As directed by Engineer in charge.)
54.47
-
330.75
Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete.(INo27-01, PgNo 144) ( STATE SSR ) Item Spec: (Bd.G. 1 Page No. 313)
139.42
-
8063.3
Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed etc)....(INo25-11, PgNo 133) ( STATE SSR ) Item Spec: (Bd.F.3 Page No. 298 and B.7, Page No.38)
45.47
-
7522.4
Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.....(INo32-03, PgNo 153) ( STATE SSR ) Item Spec: (Bd. L.2 Page No. 368)
605.24
-
275.85
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.(INo32-11, PgNo 153) ( STATE SSR ) Item Spec: (Bd.L.7 Page No. 369)
658.72
-
642.55
Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete.....(INo32-21 , PgNo 154) ( STATE SSR ) Item Spec: (As directed by Engineer in charge.)
1045.62
-
71.4
Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer in-charge
117
-
4171.65
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.....(INo3-10 , PgNo 27) ( STATE SSR ) Item Spec: (MORTH 202)
255.5
-
411.6
B) ROYALTY & TESTING CHARGES
SOIL / MURUM Compaction Test ( Proctor Density ).....(INo31-VQC , PgNo 427) ( STATE SSR ) Item Spec: (As per Standard Specification )
8
-
1860
SOIL / MURUM Liquid limit & plastic Limit.....(INo30-VQC , PgNo 427) ( STATE SSR ) Item Spec: (As per Standard Specification )
8
-
1170
CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).....(INo19-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
446
-
690
CONCRETE Concrete Mix Design (With all Tests on basic materials)....(INo20-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
70
-
13755
Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness.(INo1-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
70
-
3770
BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity.Impact Value Crushing Value .(INo2-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification)
70
-
2600
BASIC TEST OF AGGREGATE. Sieve Analysis.(INo3-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
70
-
690
BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index.(INo5-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
70
-
850
FINE AGGREGATES. Fineness Modulus ( Sieve Analysis ), Silt & Clay Content .(INo10-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
70
-
1380
FINE AGGREGATES. Silt Factor.(INo12-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
70
-
850
STEEL BAR TESTING Upto 16 mm (Set of 3 Bars)....(INo77-VQC , PgNo 428) ( STATE SSR ) Item Spec: (As per Standard Specification )
70
-
1275
STEEL BAR TESTING Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend / Rebend Test, Proof Stress.)....(INo78-VQC , PgNo 428) ( STATE SSR ) Item Spec: (As per Standard Specification )
70
-
1595
CONCRETE PAVING BLOCKS Compressive Strength , Water Absorption,(Set of 8 Blocks)....(INo26-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
35
-
2495
MIX DESIGN. GSB Mix Design / Cement Treated Sub Base (CTSB)....(INo8-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
35
-
16250
CONCRETE Taking of core samples in concrete pavement. (Excluding Dead Journey Charges)....(INo24-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
70
-
2870
MIX DESIGN. Wet Mix Macadam Mix Design.(INo9-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
70
-
16250
BITUMEN Penetration, Softening Point, Flash & Fire Point, Specific Gravity.(INo41-VQC , PgNo 427) ( STATE SSR ) Item Spec: (As per Standard Specification )
12
-
3135
BITUMEN Marshall Stability & Flow measurement. (Set of 3 Moulds).(INo46-VQC , PgNo 427) ( STATE SSR ) Item Spec: (As per Standard Specification )
11
-
1115
BITUMEN B. M. Mix Design with all Tests on aggregate (Excluding bitumen ) (Testing of Bitumen shall be seperately charged).(INo48-VQC , PgNo 427) ( STATE SSR ) Item Spec: (As per Standard Specification )
10
-
7490
BITUMEN Density of Bituminous Core.INo52-VQC , PgNo 427) ( STATE SSR ) Item Spec: (As per Standard Specification )
9
-
635
Royalty Charges for NATURAL SAND. Rate = Royalty + surcharge (2%) + Distt. Mineral Foundation Cess (10%) (211.95+4.23+21.19 = 237.37 Per Cum).(INo1-I , PgNo 1) ( STATE SSR ) Item Spec: (As Directed By Engineer Incharge)
1237.93
-
237.4
Royalty Charges for HARD MURUM. Rate = Royalty + surcharge (2%) (211.95 + 4.23 = 216.18 Per Cum).(INo1-A , PgNo 1) ( STATE SSR ) Item Spec: (As Directed By Engineer Incharge)
46349.04
-
216.2
A) WORK PORTION
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B) ROYALTY & TESTING CHARGES
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-
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Contractor has to quote on Work Portion Only
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