Road improvement work from Hapur Chugi to Rajapur flyover via Diamond Tiraha in Kavinagar zone.

Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

E/W in Excavation in foundation in ordinary soil etc allcomplete as the direction of engineer in charge.

Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm )

R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .)

S/F M:S (tor steel or plain) in plain work such as R:C:C or R:B work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wasteage, bend, hooks, and authorised overlappinf shall be measured etc all complete as

Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.AS PER PWD SOR 2022 662 NEW ITEM .

Finishing wall with weather coat by premium acrylic exterior paint applie of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM .

Tubular Markers (Spring post or Spring Bollard) S/F of plastic Tubular bollards having 700 mm Height, shall be attached to the pavemet to display the minimum 50 mm width of reflective bands to the approaching road users including labour, material T&amo·P etc. for orooar completion of the work.

Flexible Median Marker As Per IRC 79:2019: Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. , Use of Median Marker provides safety against collision happening with medians during night time , or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant, injection­ molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound / bounce back property. the sheeting shall be of Type XI conforming to IRC:67 and it should be on both .the faces whereby providing maximum reflectivity at l,anger distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination bf epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 rnm Reflective Area: Shall not be less than 90 cm square . Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg f Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.

Providing and applying tack coat with bitumen VG - 10 grade using bitumen pressure distributor at the rate of .30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503.

Recycling pavement by cold milling of existing bituminous layers, Using by Bituminous Concrete (Grading-II) using bitumen VG-30 content is 5.4% bitumen weight of mix. For reclaimed material, fresh bitumen will be required to the extent of 60% of normal requirement., planning the surface after cold milling, reclaiming excavated material to the extent of 30% of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as MoRT&H specified in clause 519.

S/L Hot applied Thermo Plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thick ness 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 streak and holes. rates all including of all taxes royality vat etc all t & p /machine material and lobour required for proper complition of work.

Reflective Raised pavement marker providing and fixing of raised pavment markers (cat eye) type x ASTMD - 4956-04 avery dennission /3m (USA make) having moulded body of polycabonate ASA, HIPS or ABS able to support a load of 13.635 MT tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H circular its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light ), electronically welded to the body. The length, height and wiedth of the body shall not exceed 130mm 20mm, and 105mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm. on each side stoping at the angle of 35+5 degree to the base to ensure maximum reflectively. it shall comply to specification of category A of MoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate corforming to ASTMD 788 or equivalent. with 7 years warranty. Rate shall be inclusive of all taxes, royalty, VAT etc. All T&P machine and labour required for proper completion of work.Note: The composite warranty jointly signed by original manufacturer & authorized converter of at l

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. DSR 2021

S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials,labour,tools, & plant etc all completed as per the direction of engineer - in - charge

First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a)

Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 M. distance as directed by the engineer in charge etc all complete as per the direction of engineer in charge.

PVC PIPE ( 6KG/SQCM. PRESSURE) KISSAN/ SUPEREME QUALITY OR EQUIVALENT 160MM DIA

S/L of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR

Supply of screening material with stacking for measurment etc all complete as per the direction of engineer in-charge .AS PER PWD SOR 2020 RMR

Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1

Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plandimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds

Laying of interlocking tiles of 60 to 80 mm thick including levelling and dressing of surface up to required laval andslopes filling joint with local sand including cost of labour etc all complete as per specification or direction by engineer in charge. (AS PER PWD SOR 2022 PAGE N. 53 SI N. 20.13

S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.07 ITEM NO 279(a).]

DPR CHARGE etc all completed as per the direction of engineer - in - charge.

SIGN BOARD etc all completed as per the direction of engineer - in - charge.

LESS OLD TILES

less karb stone