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 Date11 Mar 2022
Closing Date28 Mar 2022
Tender Amount₹ 90,10,09,915
Costs
EMD
₹ 90,10,100Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_ASCDC_779229_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
GEM & Bid Advisory Services
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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)
12410
-
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)
238.51
-
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)
132367.68
-
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)
25415
-
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)
56737.56
-
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
288
-
14410.2
Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C.frame and covers) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge. Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M. As above of 1.2 X 1.2 M internal size and depth upto 1.2 M with S.F.R.C. frame and cover of size 540 mm dia. fixed in RCC slab.
36
-
22608.6
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
455.06
-
88.2
Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) By Mechanical Means
165.24
-
246.75
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.
93.5
-
1823
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)
13742.4
-
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)
20090.5
-
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)
25057.65
-
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)
20775.1
-
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.....(INo5-15 , PgNo 37) ( STATE SSR ) Item Spec: (MORTH 602.2.8)
23177.43
-
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)
79995
-
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)
36741.17
-
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)
520.73
-
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)
260573.33
-
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)
260573.33
-
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)
750
-
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)
60
-
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)
1050
-
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)
42
-
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)
74617.8
-
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)
11673
-
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)
10815.25
-
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)
11881.45
-
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)
799.24
-
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)
100
-
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)
96
-
3869.25
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)
60810
-
543.9
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.)
67.32
-
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)
132.59
-
8063.3
Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete
105.57
-
8301.65
Providing and casting in situ / ready mix PCC M20 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural Sand / VSI grade finely washed crushed sand )
8.63
-
9926.7
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)
129.82
-
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)
573.75
-
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)
1684.06
-
642.55
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.
1057.36
-
35.7
Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
1057.36
-
101.85
Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete.
350.6
-
506.1
Providing and fixing 50 mm. dia. medium class G.I.pipe gate with wicket gate of approved drawing with all fixtures & fittings in two leaves with strong hold fast embedded in c.c. block at top & bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete.
21.6
-
7009.8
Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
10
-
763.35
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.
43.2
-
100.8
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.)
1099.31
-
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
123
-
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)
324.5
-
411.6
Providing cast in situ/ready mix M20 grade cement concrete for head walls of CD work/retaining walls etc. including necessary formwork, compaction, finishing and curing etc. complete.(with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA
274.86
-
10973.8
Providing and laying Cast in situ/Ready Mix cement concrete M20 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 microprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
88.38
-
15145.5
Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc.as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/bolted/welded connection and one coat of anti corrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete.
1.95
-
111353.25
Electric Pole Shifting
1
-
2103431
Dismantling stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts etc. complete.
773.1
-
374.85
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed 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)
15.54
-
14159.5
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite / gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface 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)
17.6
-
12580.3
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)
85
-
9748.2
Bridges Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.upto specified depth. (By Mechnical Or Manual Means as per the requirement of work) CSR Item no 12.02/2.33 Spec No BR.3 Page No. 102 A) Upto 1.50m depth
1857.13
-
90.3
(B) Below 1.50 m Depth
231.49
-
94.82
C ) By Manaul Means
269.82
-
236.25
Excavation for foundation in hard murum and boulders including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. (By Manual Means) CSR Item no 12.04 , BR.3 Page No. 102
457.12
-
233.1
Excavation for foundation in soft rock including shoring and strutting as necessary and disposing off excavated stuffas directed etc. complete.
461.48
-
552.3
Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. (excluding dewatering) CSR Item no 12.11 , BR.3 Page No. 102
257.87
-
1912.05
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) CSR Item no 12.23 , Spec.No. As Directed by Engineer Incharge
3519.99
-
202.65
Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand, crushed sand and Gravel )
249.12
-
1876.9
Providing and laying in situ / ready mix / ready mix M 15 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/ concrete batch mix plant (pan mixer) with natural /artifical sand) S.S.R . Item No. 12.25 Spec no BR 5A page 105 and B.7 page 38
155.32
-
6448.3
Providing and filling annular space around footing in rock by using concrete of M15 grade etc. complete. C.S.R . Item No. 15.05 , Spec.No: M.O.R.T and H - 2100
69.06
-
5928.54
Providing and laying in situ / ready mix / ready mix M20/M30 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation Block for Abutment /Piers/ Returns 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/ concrete batch mix plant (pan mixer) with natural /artifical sand) M-20 for Foundation Block C.S.R . Item No. 12.25 , Spec no BR 5A page 105 and B.7 page 38
398.28
-
6864.7
M-30 for Foundation Block
61.85
-
7128.73
Providing and laying in situ / ready mix controlled grade of M 20 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Natural sand / VSI sand finely washed etc ), excluding reinforcement) C.S.R . Item No. 12.55 ,Spec.No: BR.5/Page No.105/I.S.456 (2000
100.43
-
8519.69
Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) etc. complete. (excluding reinforcement) with reversible drum type mixer/ concrete batch mix plant (pan mixer) .C.S.R . Item No. 17.34 , MORT&H (5th Rev.) 1700, 2304
138.95
-
6884.05
Prividing and fixing pressure relief pipes of 100 mm diametre of AC / PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete. C.S.R . Item No. 17.36 , MORT&H (5th Rev.) 2705, 2706
23.2
-
494.55
Providing and laying in situ / ready mix M-20 plain cement concrete of trap /granite /quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge with all lift and lead (With Batch Mix Plant) With fully automatic micro processor based PLC with SCADA enable with Natural / VSI standard Artificial Sand C.S.R . Item No. 17.39 , MORT&H (5th Rev.) 1700, 2204 (A) M-20 for Abutment
1702.15
-
8596.74
B) M-30 for Pier
107.04
-
8697.71
Providing and laying in situ / ready mix controlled M-30 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete projected caps over piers and abutments & stoppers including necessary sacffolding plywood /steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete (Excluding reinforcement)With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with Natural / VSI standard Artificial Sand C.S.R . Item No. 17.54 , MORT&H(5th Rev.) 1700, 2205, 2304
130.42
-
9259.46
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. (height up to 4 meter with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) C.S.R . Item No. 14.17 , Spec. No. : BR.38 Page No. 135 IS 456 2000
889.64
-
11323.76
Providing and laying in situ / ready mix M-30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns/box cell walls including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) C.S.R . Item No. 14.44 , Spec.No.: BR.50/Page No.143/I.S.456 (2000)
227.2
-
10304.86
Kerb
4.03
-
10226.86
Providing and laying in situ / ready mix M 30 CC of trap/ granite/ quartzite/ gneiss metal for wearing course of specified thickness including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) C.S.R . Item No. 14.39 , Spec No :- BR.47(a) Page Number 140 and B. 7, Page Number38
16.35
-
7456.15
Providing vent holes 100mm diameter GI pipe in the slab and wearing course with iron grill at the top and GI pipe at bottom as per drawing etc. complete. C.S.R . Item No. 14.41 , Spec No BR.48 Page No. 142
12
-
632.1
Providing and laying cement concrete wearing coat M30 grade with batch mix type/concrete mixer with SCADA including reinforcement asperdrawings andtechnical specifications etc. complete with fine agreegates of required specifications (Naturalsand/ VSI sand finely washed etc ) C.S.R . Item No. 14.86 , Spec.No.: MORTH 2700
88.55
-
12865.81
Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall,bridge dirtwall etc. complete. C.S.R . Item No. 14.33 , Spec. No. : BR-43 page 138
137.7
-
1042.65
Providing tar paper bearing including laying in proper position etc.complete. C.S.R . Item No. 13.02 , Spec No As Directed By Engineer Incharge
159.02
-
96.6
Providing RCC railing of cast in situ / ready mix RCC posts with M20 CC of trap/ granite/ quartzite/ gneiss metal for horizontal and vertical members as per detailed drawings including reinforcement, scaffolding, centering, formwork, compaction, finishing and curing with watering chemical compound etc. complete. (fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )
351.8
-
2193.45
Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) C.S.R . Item No. 12.7 , Spec No MORT and H 2200 &-710.1.4 of IRC 78
465.71
-
1243.42
Providing and laying 0.90 meter thick metal mat consisting of rubble, over size metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. C.S.R . Item No. 14.88 ,Spec. No. : As directed by Engineer in charge
286.7
-
1930.94
Providing selected hard murum filling including laying in layers of 15to 20cm with watering and compacting etc. Complete C.S.R . Item No. 11.24 , Spec. No. : ACD.14 Page.No. 167
1032.38
-
1040.95
Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done / striking joints when no plastering is to be done on inside watering and scaffolding etc.complete.
65.5
-
5912.31
Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done / striking joints when no plastering is to be done on inside watering and scaffolding etc.complete .Using Available Rubble Stone
42.82
-
4954.14
Providing cast in situ / ready mix M15 grade cement concrete for head walls of CD work / retaining walls /Toe Walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural sand / VSI sand finely washed etc Sand, cement 6.60 bags/cumt) C.S.R . Item No. 11.28 , CD 8 Page 163
35.27
-
10541.33
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawings and Technical specifications etc. complete. (boulder laid without wire crates)C.S.R . Item No. 14.69 , MORT and H-2500
105.48
-
2628.37
Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. C.S.R . Item No. 2.34 , Spec. No. : As directed by Engineer in charge
116.16
-
721.19
Providing and applying one coat of seal cement primer of approved manufacture and shade including scafolding preparing the surface by cleaning dirt and other foreign mattter,sraping if necessary including scafolding etc complete SSR Item no 35.22 , Spec No As Directed by Engineer Incharge
1250.07
-
19.95
Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete. SSR Item No 35.25 ,Spec No Bd.O.8 page no 406 and as directed by Engineer incharge
1075.57
-
252
Providing andapplying two coat of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease, efflorescence etc. Complete .(applying1litrepaint on 2 Square Metre) C.S.R . Item No. 14.61 ,Spec. No. : MORT and H 2800,
117.67
-
215.28
Removing lime or lean cement or P.C.C concrete including stacking the spoils as directed with all leads, lifts etc, complete.
77.54
-
551.25
Removing rich mix concrete /R.C.C including stacking the spoils as directed with all leads, lifts etc, complete.
30.3
-
919.8
Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia. And above etc complete.
277.5
-
315
Transporting the R.C.C Pipes of all diameter from site of dismanlting to the storage site without demaging as per the Direction of Engineer Incharge up to all lead and lift etc complete
276.36
-
163.53
Recovering the charges for the useable material available after the dismantling of the bridges/HP Culvert/Slab drain etc at the specified rate in the aggreement (Fixed Rate) A ) Crushed Metal
14.67
-
996
B ) Dismantling stone masonry
274.05
-
610
C ) Removing rich mix concrete
1.5
-
18820
D ) R.C.C Pipe ( 600/900/100/1200 mm Dia )
70.18
-
1317
B) ROYALTY & TESTING CHARGES
SOIL / MURUM Compaction Test ( Proctor Density ).....(INo31-VQC , PgNo 427) ( STATE SSR ) Item Spec: (As per Standard Specification )
23
-
1860
SOIL / MURUM Liquid limit & plastic Limit.....(INo30-VQC , PgNo 427) ( STATE SSR ) Item Spec: (As per Standard Specification )
24
-
1170
California Bearing Ratio
9
-
6905
Field Density By Sand Replacement
4
-
1115
CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).....(INo19-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
524
-
690
CONCRETE Concrete Mix Design (With all Tests on basic materials)....(INo20-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
87
-
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 )
86
-
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 )
83
-
2600
BASIC TEST OF AGGREGATE. Sieve Analysis .(INo3-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
85
-
690
BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index.(INo5-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
84
-
850
FINE AGGREGATES. Fineness Modulus ( Sieve Analysis ), Silt & Clay Content .(INo10-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
85
-
1380
Abrasion Test
9
-
1170
Soundness /Bulk Density
5
-
2495
Stripping Value
6
-
745
FINE AGGREGATES. Silt Factor.....(INo12-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
85
-
850
STEEL BAR TESTING Upto 16 mm (Set of 3 Bars)....(INo77-VQC , PgNo 428) ( STATE SSR ) Item Spec: (As per Standard Specification )
76
-
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 )
85
-
1595
CONCRETE PAVING BLOCKS Compressive Strength , Water Absorption,(Set of 8 Blocks)....(INo26-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
44
-
2495
MIX DESIGN. GSB Mix Design / Cement Treated Sub Base (CTSB)....(INo8-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
42
-
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 )
104
-
2870
MIX DESIGN. Wet Mix Macadam Mix Design.(INo9-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification )
75
-
16250
BITUMEN Penetration, Softening Point, Flash & Fire Point, Specific Gravity.INo41-VQC , PgNo 427) ( STATE SSR ) Item Spec: (As per Standard Specification )
4
-
3135
BITUMEN Marshall Stability & Flow measurement. (Set of 3 Moulds).(INo46-VQC , PgNo 427) ( STATE SSR ) Item Spec: (As per Standard Specification )
6
-
1115
Field Moisture Content
3
-
900
Density by Sand Replacement
6
-
1050
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 )
4
-
7490
BITUMEN Density of Bituminous Core.....(INo52-VQC , PgNo 427) ( STATE SSR ) Item Spec: (As per Standard Specification )
4
-
635
FINE AGGREGATES. Chloride & Sulphate Content.
1
-
795
BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks).
2
-
2175
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)
4786.82
-
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)
19462.69
-
216.2
A) WORK PORTION
-
-
-
B) ROYALTY & TESTING CHARGES
-
-
-
Contractor has to quote on Work Portion Only
-
-
-
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