Aurangabad Smart City Development Corporation Limited Tender
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Aurangabad Smart City Development Corporation Limited - ASCDCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Mar 2022
Closing Date28 Mar 2022
Tender Amount₹ 4,76,13,565
Costs
EMD
₹ 4,76,136Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_ASCDC_780137_1Bid Award Id
ViewTender No
ASCDCL/2022/249Tender 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
Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Upto 1.50m lift Normal Rate....(INo12-06A , PgNo 64) ( STATE SSR ) Item
Spec: (BR.3 Page No. 102)
78
-
278.25
Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavatedstuff as directed etc. complete. Upto 1.50m lift Normal Rate.(INo12-08A , PgNo 64) ( STATE SSR ) Item Spec: (BR.3 Page No. 102)
78
-
552.3
Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Upto 1.50m lift Normal
Rate.(INo12-09A , PgNo 64) ( STATE SSR ) Item Spec : (BR.3 Page No. 102)
46.8
-
1226.4
Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Upto 1.50m lift Normal Rate .(INo12-11A , PgNo 65) ( STATE SSR ) Item Spec: (BR-3 Page No. 102)
31.2
-
1912.05
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)
4754.94
-
301.7
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
51
-
5051.3
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)
66.95
-
5975.7
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
6
-
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)
4744.7
-
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
1222.65
-
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
185.25
-
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.
568.1
-
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.
3528
-
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.
1646
-
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.
732
-
7816.35
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
554
-
3748.5
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.
70.69
-
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.
2117.14
-
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)
2117.14
-
174.3
Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( Natural Sand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Cost of Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 5600 is 0.05 x 5600 = Rs 280, hence Final Rate = Basic Rate for M30 Item - Rs 280 - Rs 120 for NON SCADA i.e. (7706 - 280 - 120 = 7306 Final Rate = 7306.00
296.4
-
7889.8
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)
64.84
-
7522.4
Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying /pumping, compacting , curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).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)
133.38
-
15931.95
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel) .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)
64.84
-
15163.3
Providing and laying Cast in situ/Ready Mix cement concrete M-25 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 ,cover blocks, laying /pumping, 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).(INo25-13, PgNo 133) ( STATE SSR ) Item Spec: (Bd.F.3 Page No. 298 and B.7, Page No.38)
42
-
7704.65
Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying /pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).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)....(INo26-19, PgNo 137) ( STATE SSR ) Item Spec:
(Bd.F.11 Page No. 304 and B.7, Page No. 38)
180
-
16133
Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (VSI sand finely washed etc ) i) Height up to 5 m, normal rate. Ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. Iii) Height 7.50 to 10 m, 7.50 percent extra. Iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.....(INo14-17, PgNo 72) ( STATE SSR ) Item Spec: (BR.38(a) Page No. 135 and B. 7, Page No.38)
145
-
11311
Item No. 31: Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete.
21.82
-
506.1
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.
1280
-
1211.7
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
494
-
543.9
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.
197.6
-
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.
164
-
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.
4.35
-
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 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.
4
-
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.
3
-
3869.25
Item No. 23: Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.
889.2
-
35.7
Item No. 24: Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.
889.2
-
100.8
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, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
2
-
9748.2
Electrical Works Supplying and erecting steel tubular swaged pole 165.1 x 139.7 x 114.3 mm. dia with 4.5 x 4.5 x 3.65 mm thickness ( 5 + 2 + 2 m ) length respectively and total 9 m long with pole cap, base plate in provided foundation (weight 147 kg) as per specification no. OH-PL/STP , PWD Electrical DSR Item no. 8-1-3
70
-
11272
Making cement concrete foundation including excavation ( 45 x 45x 120 ) cm deep in 1:3:6 cement concrete, 20 to 25 mm stone metal,(45 x 45 x 45) cm / 45 cm dia. x 45 cm height plinth duly plastered, with necessary curing and finishing complete. (for 6 m to 9m pole) , PWD Electrical DSR Item no. 16-3-3
70
-
1942
Supplying, erecting & terminating XLPE armoured cable 3 core 10 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no.CB-LT/AL PWD Electrical DSR Item no. 7-1-10
1250
-
146
Making trench of suitable width and depth in soft soil for laying provided LT cable up to and including 16 sq.mm complete as per specification no. CW-EXN-CTR. PWD Electrical DSR Item no. 16-1-1
1200
-
156
Supplying and erecting LED street light fitting suitable for above 90W lamp, including lamp, with PF 0.95 class IP 65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete as per specification No FGODF/ FLS2
123
-
7487
Supplying and erecting Street light bracket made from 40 mm.dia ‗B‘ class G.I. Pipe, 0.6 m in length along with pole cap of 300 mm length and 80 mm dia duly welded with provided leads as per specification no. FG-BKT/BPC. PWD Electrical DSR Item no. 2-9-2
123
-
635
Supplying & erecting mains with 2x4 sq.mm. and earth wire 2.5 sq.mm FR PVC copper wire, in HMS PVC conduit min. 20 mm dia, as per specification No: WG-MA/PC.ed with provided leads as per specification no. FG-BKT/BPC. PWD Electrical DSR Item no.1-6-5
1116
-
160
Supplying & erecting FRP box of size 150 x 125 x 100 mm, 2.7 mm thick complete on pole/wall as per specification no. CB-SB PWD Electrical DSR Item no.7-8-10
105
-
472
Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no.EA-EP. PWD Electrical DSR Item no.9-1-4
88
-
1355
Supplying, erecting & marking DPMCB 6A to 32A, C- series (for motor/power) in provided distribution board as per specification no. SW-SWR/MCB. PWD Electrical DSR Item no.5-3-6
105
-
488
Supplying and erecting triple pole metal clad HRC fuse
switch 415V, 100 A. with neutral link with HRC fuses on
angle iron /GI frame as per specification no. SWSWR/
TPHRC. PWD Electrical DSR Item no.5-1-16
10
-
5671
Power Supply connection Charges at Various Places from MSDCL sevice Connection,Meter,Demand Charges etc.for Minimum Three Location
1
-
350018
Supplying & laying (including excavation) 25 cm Dia half round RCC Hume pipe of standard thickness at required depth up to 90 cms. below road / ground surface, for enclosing provided cable & necessary back filling with light ramming to make the road /ground surface as it was (Except bitumen carpet).PWD Electrical DSR Item no.7-6-8
300
-
537
Supplying & erecting G.I. pipe ‘A’ class 75 mm dia.
erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE PWD Electrical DSR Item no.7-6-4
300
-
606
Supplying, erecting & terminating XLPE armoured cable 3½ core 50 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL PWD Electrical DSR Item no.7-1-17
200
-
344
Supplying and erecting GI strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP. PWD Electrical DSR Item no.9-2-3
450
-
207
Supplying and erecting 12.5 m (clear height) High Mast (Top- 150mm, Bottom- 360mm) with lowering and raising motorized unit, lantern carriage assembly suitable for max. 6 nos. luminaries and its control gear box, lightning finial arrangement for fixing aviation light and foundation bolts on provided foundation as per specification no. OH-PL/HM
(excluding luminaries ). PWD Electrical DSR Item no.8-3-1
4
-
199576
Making M- 20 cement concrete foundation by
considering the safe soil bearing capacity at site as 10 T/sq. m at 2 m depth including excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 12.5 m raising lowering high mast). PWD Electrical DSR Item no.16-3-12
4
-
24458
CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).
66
-
690
SOIL / MURUM Compaction Test ( Proctor Density ).....(INo31-VQC , PgNo 427) ( STATE SSR ) Item Spec: (As per Standard Specification )
3
-
1860
CONCRETE Concrete Mix Design (With all Tests on basic materials)(INo20-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
5
-
13755
BASIC TEST OF AGGREGATE. Water
Absorption, Specific Gravity.Impact Value Crushing
Value.....(INo2-VQC , PgNo 426) ( STATE SSR ) Item
Spec: (As per Standard Specification )
7
-
2600
Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness
4
-
3770
CONCRETE PAVING BLOCKSCompressive Strength , Water Absorption,(Set of 8 Blocks).(INo26-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
1
-
2495
BASIC TEST OF AGGREGATE. Sieve Analysis.
7
-
690
BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index.
7
-
850
FINE AGGREGATES. Fineness Modulus ( Sieve Analysis ), Silt & Clay Content
7
-
1380
FINE AGGREGATES. Silt Factor.
7
-
850
STEEL BAR TESTING Upto 16 mm (Set of 3 Bars)
6
-
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 )
6
-
1595
CONCRETE Flexural strength of Beam.
4
-
745
MIX DESIGN. GSB Mix Design / Cement Treated Sub Base (CTSB)
2
-
16250
CONCRETE Taking of core samples in concrete pavement. (Excluding Dead Journey Charges)
2
-
2870
MIX DESIGN. Wet Mix Macadam Mix Design.
2
-
16250
SOIL / MURUM Liquid limit & plastic Limit.
3
-
1170
Royalty Charges for HARD MURUM. Rate = Royalty + surcharge (2%) (211.95 + 4.23 = 216.18 Per Cum)
4534.44
-
216.2
A) WORK PORTION
-
-
-
B) ROYALTY & TESTING CHARGES
-
-
-
Contractor has to quote on Work Portion Only
-
-
-
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