Special Repairs to A) Hali Dongraj Her Karadkhel Syedpur Walandi Bombali (Kd) State Border road, SH-252, Km.20/500 to 28/00 B) MDR 40 Sugaon Hippalgaon Thergaon SH-240 Shirur Anantpal Daithna Devarjan Shekapur to MDR-37 Road, MDR 38, Km.25/00 to

Amount

PART – A (Work Portion)

ITEM No. 1 :- Dismantling of existing B. T. Surface (flexible Pavement) to a depth of 50 millimetre manually including loading of dismantled material to transport vehicle at site excluding lead charges.

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 2 :- Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 millimetre, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of over 1000 metres including removal and disposal of top organic soil not exceeding 150 millimetre in thickness.

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 3 :- Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts and leads and spreading for embankment or stacking as directed. By Mechanical Means.

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 4 :- Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50 metre to 300 metres inclusive from the site of excavation to the site of deposition as directed.

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 5 :- Supplying hard murum / kankar at the road side, including conveying with all leads and stacking etcetera complete as directed by Engineer in charge. (Material including all lead and lifts)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 6 :- Spreading hard murum/ soft murum/ gravel or kankar for side width complete.

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 7 :- Compacting the hard murum side widths including laying in layers on each side with Vibratory roller including artificial watering etcetera complete.

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 8 :- 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/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - Plant Mix Method and Grading - I Material. (Material including all lead and lifts)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 9 :- 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.

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 10 :- Providing and constructing 50 millimetre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 millimetre stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade at the rate of 1.75 Kilogram per Square Metre, spreading 12 millimetre size chips compacting with static roller having weight 8 to 10 MT. to achieve the desired degree of compaction as per Technical Specification Clause 506 etcetera complete, including picking of existing WBM surface. (Material including all lead and lifts)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 11 :- 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 kilogram per square metre using mechanical means. (Material including all lead and lifts)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 12 :- Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 2.50 Kilogram per 10 Square Metre, VG-30 bulk bitumen. (Material including all lead and lifts)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 13 :- BITUMINOUS MACADAM :- Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 80 / 100 millimetre 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 etcetera complete. Bitumen 3.30 % of VG-30 bulk bitumen. (Material including all lead and lifts)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 14 :- BITUMINOUS CONCRETE :- Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder at the rate of 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 50 millimetre compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime / Tack coat etcetera complete, using Bitumen of VG-30 Grade with stone dust filler. (Material including all lead and lifts)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 15 :- Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 millimetre, cement content not to be less than 150 Kilogram per cubic metre, 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 etcetera complete. (Material including all lead and lifts)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 16 :- Providing and laying in-situ M-40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash (Fly-ash upto 20% by weight of Cement) 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 and 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 at the rate of 0.60 meter X 0.60 metre centre to centre, admeasuring 80 millimetre at bottom and 40 millimetre at top with depth of 75 millimetre and maintaining the same throughout curing period by any other method approved by Engineer – in - charge. (Material including all lead and lifts)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 17 :- Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils, by Mechanical Means.

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 18 :- Providing cast in situ / ready mix M-20 grade cement concrete for head walls of CD work / retaining walls etcetera including necessary form work, compaction, finishing and curing etcetera complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags per cubic metre)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 19 :- Providing and fixing of retro- reflectorised informatory sign board rectangular / Square in shape having area greater than 0.9 square meter made out of 2 millimetre 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 reto-reflective specified back ground, border and back side reto-reflective symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25 millimetre X 25 millimetre X 3 millimetre, duly painted on back side with two coats of grey stove enamel paint and supported on two Number mild steel angle iron post 75 millimetre X 75 millimetre X 6 millimetre, 3.5 metre long firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45 centimetre X 45 centimetre X 60 centimetre, 60 centimetre below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 centimetre width including Galvanised Iron fixtures and transportation etcetera complete. The nut bolts of board with angle iron post / supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and 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.

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 21 :- Providing earth work in embankment with approved materials obtained from other sources including with all lead and all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etcetera complete. (Material including all lead and lifts)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 22 :- Providing and fixing 200 metre stone as per IRC design including painting, numbering, fixing in 150 millimetre X 150 millimetre X 900 millimetre standard size cement concrete 1:4:8 block etcetera complete as directed by Engineer in charge. (Material including all lead and lifts)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

ITEM No. 23 :- Providing Reinforced Cement Concrete 1:2:4 ordinary Kilometre stones including painting, numbering, etcetera complete for National Highway and State Highway and Major District Road as per IRC design for Highway Kilometre stones and fixing in standard size Cement Concrete 1:4:8 block etcetera complete. (Material including all lead and lifts)

A) SH-252, Km.20/500 to 28/00

B) MDR-38, Km.25/00 to 33/00

C) MDR-37, Km 0/00 to 2/00 and Km.6/300 to 11/00,

TOTAL : PART – A (Work Portion)

M/s S.N. Khatib and Co.

Narendra R Kale

Sharda Construction and Corporation Pvt Ltd