Municipal Corporation Tender

Transporting the materials from the site to the site of deposition as directed. (Trasnportation for 10km.) (STATE SSR-2022-23 ) Statement -C1 Pageno-559

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) (STATE SSR-2022-23 ) MORTH 305 It.No.2.28 P.No.25

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. (STATE SSR-2022-23 ) MORTH 401 It.No.3.02 P.No.26

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. (STATE SSR-2022-23 ) MORTH 602.6.5 It.No.5.15 P.No.43

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. (STATE SSR-2022-23 ) MORTH 602.6.4.2 It.No.5.16 P.No.43

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 25mm, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, 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. (STATE SSR-2022-23 ) MORTH 601 It.No.5.13 P.No.43

Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared subbase with 43grade cement, coarse and fine aggregate (natural sand/VSI grade finely washed crushed sand) conforming to IS 383,using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/nontilting 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@0.6mX0.6m centre to centre,admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same through out curing period by any other method approved by Engineer-in-charge. (STATE SSR-2022-23 ) MORTH 602 It.No.5.03 P.No.38

Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48hours of casting of bay/slab etc. complete including subsequent widening of the groove 8to10mm. wide at top having depth of15mm.as directed by Engineer incharge. (STATE SSR-2022-23 ) It.No.5.17 P.No.43

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS:5212-1989 into saw edgroove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam bacer rod of required diameter (appraox.25% larger than the initial 3mm.to 4mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet/air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) (STATE SSR-2022-23 ) It.No.5.18 P.No.44

Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-50 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 natural sand / crushed sand of 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. (STATE SSR-2022-23 ) It.No.5.21 P.No.46

Providing and fixing Mandatory/Regulatory sign boards in circular shape of_600_mm dia made out of 1.5__mm aluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive /heat activated adhesive retoreflective specified background ,border and back side retoreflctive symbols, letters,numerals,arrowasperIRC:67-2012 Table No8 .3 Supported with back support frame 25 mm x 25 mm x 3mm ,duly painted on back side with grey stove enamel paint and supporte donone Number of M.S. angle iron post of size 65mm X65mmX6mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white band sof 25cm width including G.I. fixture setc ;fixing the board sinM25 grade concrete block of size 60cmX60cmX75cm including transportation etc; complete .ClassB (TypeIV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screen printed are asandcut-outsheeting 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. (STATE SSR-2022-23 ) MORTH 801 It.No.6.27 P.No.52

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of_600_mmm ade out of_3_mm aluminum sheet bonded with white retroreflective sheeting of ClassB (TypeIVHigh intensity micro-prismatic grade sheeting-HIP)having pressure sensitive /heat activated adhesive retoreflective specified background,border and back side retoreflctive symbols ,letters ,numerals,arrowasperIRC:67-2012 Table No 8.3 Supported with back support frame 25mmx25mmx3mm, duly painted on backside with grey stove enamel paint and supported on one Number of M.S.angle iron post of size 65mm X65mm X6mm ,3.45m long, duly painted with with flat oil paint having alternate black and white bands of 25cm width including G.I.fixtures etc; fixing the boards in M25 grade concrete block of size 60cmX60cmX75cm including transportation etc; complete.ClassB (Type IV High intensity micro-prismatic grade sheeting HIP) shall have 7 years written warranty from the manufacturer and authorised distributor /convert or issued for field performance including the screen printed are as and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer incharge by the contractor /supplier. (STATE SSR-2022-23 ) MORTH 801 It.No.6.29-b P.No.54

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 250 gms per Square Metre area,thickness of 2.5mm 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. (STATE SSR-2022-23 ) MORTH 803.40 It.No.6.12 a P.No.48

Supplying and Fixing of Molded Shank Raised Pavement Markers/Cat's Eye made of Polycarbonate and ABS moulded body and reflective panels with microprismatic lens capable of providing total internal reflection o the lightentering the lens face and shall suppor ta load of 16000 kg tested in accordance to ASTMD4280 Type Hand complying to Specifications of Categ or A of MORTH Circular No RW/NH/33023/10-97DOIIIDt 11.06.1997 .The height,width and length shall not exceed 50mm ,100mmand102+/-2mm and with minimum reflective area of 13Sqcm one ach side and thes lope to the bases hall be35+/-5degree.The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500Kg.Fixing will be by drilling holes on the road for the shanks to go inside,without nail sand using epoxy resin based adhesive as per manufacturer's recommendation and comple teas 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. (STATE SSR-2022-23 ) MORTH 806 It.No.6.09 P.No.47

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 35 mm x 35mm x 3mm 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 (STATE SSR-2022-23 ) MORTH 801 It.No.6.36 P.No.60

Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS3395 :1997 below concrete pavement including all materials and labour complete. (STATE SSR-2022-23 ) MORTH 602.5 It.No.5.19 P.No.44

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. (STATE SSR-2022-23 ) It.No.11.14 P.No.82

Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 1.2 x 1.2 M internal size and depth upto 1.2 M with precast R.C.C slab cover. (MJP DSR-2021-22 ) Sec-L-1,-F P.No-220

Sub Work No.02 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 , striking joints on unexposed exposed faces and watering etc.faces, raking out joints on (STATE SSR-2022-23 ) BDG-1 It.No 27.01 P.No.197

Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or bricks ur faces,in all positions including scaffolding and curing etc.complete. (STATE SSR-2022-23 ) BDG-L-2 It.No 32.03 P.No.209

Providing sand faced plaster externally in cement mortar using approved screened sand,in all positions including base coat of 15mm thick in cement mortar 1:4 using water proofing compound at 1Kilogram per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receie the sand faced treat ment 6 to 8mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc. complete. (STATE SSR-2022-23 ) BDG-L-7 It.No 32.11 P.No.209

Providing fine cement finish 1.5mm thick over green plaster surface including scaffolding curing etc. complete. (STATE SSR-2022-23 ) BDG-L-7 It.No 32.21 P.No.210

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 Engineerin- charge (20 tonnes capacity). a) 540 mm. dia (MJP SSR-2021-22 ) Section L It No 17.a. P.no.226

Sub Work No.03 Standard Consistancy Fineness, Specific Gravity, Setting Time (Initial & Final ),Compressive Strength, Soundness. ( STATE SSR-2022-23 ) It.No. 1 P.No.584

BASIC TEST OF AGGREGATE. Water Absorption , Specific Gravity.Impact Value Crushing Value. ( STATE SSR-2022-23 ) It.No. 2 P.No.584

CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes). ( STATE SSR-2022-23 ) It.No. 19 P.No.584

Concrete Mix Design (With all Tests on basic materials) ( STATE SSR-2022-23 ) It.No. 20 P.No.584

BASIC TEST OF AGGREGATE. Sieve Analysis.. ( STATE SSR-2022-23 ) It.No. 3 P.No.584

FINE AGGREGATES. Fineness Modulus ( Sieve Analysis ), Silt & Clay Content ( STATE SSR-2022-23 ) It.No. 10 P.No.584

GSB Mix Design./Cement Treated Sub Base( CTSB) ( STATE SSR-2022-23 ) It.No. 8 P.No.584

BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). ( STATE SSR-2022-23 ) It.No. 13 P.No.584

Compaction Test ( Proctor Density ).Murum ( STATE SSR-2022-23 ) It.No. 31 P.No.585

Taking of core samples in concrete pavement. (Excluding Dead Journey Charges) ( STATE SSR-2022-23 ) It.No. 24 P.No.584

Compressive Strength , Water Absorption,(Set of 8 Blocks) ( STATE SSR-2022-23 ) It.No. 26 P.No.584

Upto 16 mm (Set of 3 Bars) ( STATE SSR-2022-23 ) It.No. 72 P.No.586

Above 16 mm (Set of 3 Bars) ( STATE SSR-2022-23 ) It.No. 73 P.No.586

Retro Reflective Test. ( STATE SSR-2022-23 ) It.No. 80 P.No.586

Sub Work No.04 Royalty Charges for HARD MURUM. Rate = Royalty + surcharge (2%) (211.95 + 4.23 = 216.18 Per Cum). Item Spec: ( As Directed By Engineer Incharge ) (SSR-2022-23 General notes V-Page No-3)

Contractor has to quote on Work Portion Only