MP Industrial Development Corporation Limited Tender

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. Deduct from Item No.6.1 above if paver with electronic sensor, vibratory roller are not used and laying, compaction is done by any other method. (The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) SOR P/34, I/6.1 & 6.2

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. Deduct from Item No.6.3 & 6.4 above if paver with electronic sensor is not used and laying, compaction is done by any other method (The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) SOR P/34-35, I/6.3 & 6.5

Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including radle, laps etc. complete required as per design. II)  Mild Steel. 32 mm dowel bar SOR P/36, I/6.12 ( I )

II) Tor Steel SOR P/36, I/6.12 (ii) 16 mm Tie Rod

Providing and laying reinforced cement concrete pipe 300 mm dia NP-4 for service ducts below concrete pavement SOR P/36, I/6.13

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work with ready mixed road Grade-I marking paint concrete surface ( cold applied reflective paint ) conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control. (i) Over 10 cm in width SOR P/45, I/8.13 (i)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30cm in depth 1.5 m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom, disposal of excavated earth, lead up to 50m and lift up to 1.5 m disposed earth to be leveled and neatly dressed. (No extra lift is payable if work is done by mechanical means). All kinds of soil. SOR Building P/22 I/2.6

Providing and laying in position cement concrete of specified grade excluding centering and shuttering –All work upto plinth level the cost with 20mm nominal seze graded stone aggregate. M-10. MP.PWD, BW-1.8.2014, SOR,4.1.1.4

Centering and shuttering including strutting, propping etc and removal of form for: 5.9.1 Foundations, , Footings, Bases of columns, etc. for concrete up to plinth level. MP.PWD, BW-1.8.2014, SOR, 5.9.1 For Pcc

Brick work with Fly ash Lime Bricks (FALG Bricks) conforming to IS: 12894-2002, in super structure above plinth level upto floor II level in having 50 kg/cm2 average compressive strength, in cement Mortar 1:6. MP.PWD, BW-1.8.2014, SOR,6.7.3.2

Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. MP.PWD, BW-1.8.2014, SOR, 2.25

12 mm cement plaster of mix. (1:4) (1 cement :4 sand). MP.PWD, BW-1.8.2014, SOR, 13.1.1

15 mm cement plaster on the rough side of single or half brick Wall of mix: (1:4) (1 cement:4 sand) MP.PWD, BW-1.8.2014, SOR, 13.2.1

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, Like birla white /JK white or equivalent, over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. SOR P/248 I/13.41

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. (MP PWD, SOR, 1.08.2014) P/252, I/13.68

Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 cement concrete in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge. i) 100mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. SOR P/37, I/6.16 (i)

Providing and Laying non-pressure (NP2) RCC socket & spigot pipes with rubber gasket joint including testing of joints. P.H.E. SOR P/174, I/13.1

Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. SOR P/59, I/12.8 A

B) PCC Grade M20 SOR P/59, I/12.8 B Support Wall Above Drain

Tree Guard with MS Angle Iron and Steel Wire Providing and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together. SOR P/56, I/11.5

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. SOR P/19, I/3.3

Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. (i) For 53 mm maximum size SOR P/25, I/4.12 (i)

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 in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. SOR P/24-25, I/4.11

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) SOR P/27, I/5.2.ii

Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects. b) Using Drum Mix Plant of appropriate capacity. (ii) for GradingII(19 mm nominal size) SOR P/28, I/5.5.b.ii

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (i) @ 0.25 kg per sqm (normal bituminous surfaces) SOR P/27 I/5.2(i) Quantity as per Item No.4

Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification. b) Using Drum Mix Plant of appropriate capacity. for Grading-II (30-45 mm thickness) with 60/70 bitumen (VG-30) SOR P/28, I/5.6 (b ) (iv)