Request for Proposal (“RFP”) issued by NHIT Eastern Projects Private Limited (NEPPL) for Engagement of Agency/Firm for Flexible Pavement works on four-lane of Lakhnadon – Mahagaon – Khawasa (NH-44) with a project length of 107.35 km in the state of Madhya Pradesh.

Milling of existing bituminous pavement to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 metres.

Providing and applying tack coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqmt on the prepared bituminous/milled surface and cleaned with mechanical broomer and as per relevant clauses of section-503 of MORTH (Fifth Revision) Technical specifications @ 0.25 kg per sqmt (normal bituminous surfaces) and @ 0.30 kg per sqmt (milled surfaces). Source of Emulsion: Hincol & IOCL only.

Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatic tyre rollers to achieve the desired compaction as per clause 507 of specification. Source of Bitumen : IOCL/HPCL/BPCL

Providing and laying Mastic Sheet of 3 mm thickness over the deck surface of the structure, including cleaning of deck surface, making the substrate free from dust, dirt, laitance and loose particles, heating, placing and aligning the mastic sheet to the specified location, pressing/rolling to ensure proper bonding, cutting and joint sealing, complete as per specifications and as directed by the Engineer-in-Charge.

Total Amount in Rs.>>

Note: Material & Testing shall be done as per NHAI/MORTH specification

* The Quantities mentioned in BoQ may vary up to ± 25% of original BoQ quantity of single BoQ item subject to maximum of ± 20% of original Contract price. The decision of the Employer shall be final and binding on the contractor

Measurments Sheet

Milling the existing granular road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 metres.

Providing and applying tack coat with cationic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

BITUMINOUS CONCRETE :-Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.25 percent by weight of total mix and filler , 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 50mm compacted thickness with specified grade of Bitumen ,Excluding prime/tack coat with Bitumen ( VG40)

Mastic Sheet Providing and Laying of Mastic Sheet of 3 mm thickness

Total Amount in Rs.>>

Measurment Sheet for Maintenance Work (RHS)

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Total Qauntity for BC

Total Qauntity for Milling

Total Qauntity for Tack Coat

Measurment Sheet for Maintenance Work (LHS)

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Total Qauntity for BC

Total Qauntity for Milling

Total Qauntity for Tack Coat

CHAPTER-11

HORTICULTURE

For Large Project

Unit = Running metres 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.

Taking output = 1000 metres

a) Labour

Mazdoor

b) Machinery

Water tanker6 KL capacity

c) Material

Plants

Shrubs

Manure sludge/Farm yard manure

Pesticide

Cost of water

d) Overhead charges

e) Contractor's profit

Rate per Km = (a+b+c+d+e)

Unit = km

Taking output = one km

a) Labour

Mazdoor

b) Machinery

Water tanker6 KL capacity

c) Material

Manure Sludge / farm yard manure at site

Cost of water

Replacement of casualties @ 10 per cent

Plants

Shrubs

Pesticides

d) Overhead charges

e) Contractor's profit

Rate per Km for one year = (a+b+c+d+e)

Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Unit = Each

Taking output = 10 trees

a) Labour

Mazdoor for planting

Mazdoor for maintenance for one year

b) Machinery

Water tanker6 KL capacity

c) Material

Sapling 2 m high 25 mm dia

Farm yard manure

Pesticide

Cost of water

d) Overhead charges

e) Contractor's profit

Cost for 10 trees = a+b+c+d+e

Rate per trees = (a+b+c+d+e)/10

Structure Details

Major

Level Data Sheet For PUP @ 296 + 970( For New Construction )

Earth work Quantity calculation as per P & P from km ( RHS ) ( Considering Earth Filling )

At Median Edge

Service Road Detail

Chainage

Original Proposal

Earth work Quantity calculation as per P & P from km ( RHS ) ( Considering Cutting )

At Median Edge

Service Road Detail

Thk in MM

Total

Chainage

Rutting Locations

Section-I

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Section-II

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Total Length>>>

Maintenance of Existing Carriagway-Locations

Milling Stretches

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Lead Statement as per SSR 2022-23

Stone Aggregate

Bitumen

Heating and Unloading of Bulk Bitumen

Cement

Cement

Steel

Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatic tyre rollers to achieve the desired compaction as per clause 507 of specification.