Strengthening and overlay on various stretches of Lucknow ring road pkg-3A from Km 64.900-64.380 to Km 79.516-79.000 in the state of Uttar Pradesh at Risk and Cost of existing Contractor on percentage rate basis in the state of Uttar Pradesh

Invitation of e-quotation from Empanelled agencies “Strengthening and overlay on various stretches of Lucknow ring road pkg-3A from Km 64.900/64.380 to Km 79.516/79.000 in the state of Uttar Pradesh at Risk and Cost of existing Contractor on percentage rate basis” in the state of Uttar Pradesh.

Bill No.

Bill No.-1

Bill No.-2

Bill No.-3

SOR Item No. MP PWD SOR 2022

Chainage

SOR Item No. MP PWD SOR 2022

Total Area

MPPWD SOR-22 Item No.

Ordinary soil

Mechanical Means

RCC Grade M20

Item Description

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in

Ordinary soil

Mechanical Means

Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.

Provdiing 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

RCC Grade M20

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.

Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section-300. (For Slope and Quadrant Pitching)

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Stone/Boulder

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications

Total =

Cast in Situ Cement Concrete M20 kerb (Discontinuous Kerb along Pitching) Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15grade 150 mm thick, or with kerb laying machine, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 (Using Concrete Batching and Mixing Plant)

MPPWD SOR-22 Item No.

a) Using Batch Mix Plant of appropriate capacity (vi) for Grading-II ( 30-40 mm thickness ) Bitumen Content minimum 5.4% with 30/40bitumen (VG-40)

Triangular 900 mm side

600 mm dia circular sign

Item Name

PCC Dismentling

Excavation upto GSB

PCC M-15 on Approach slab

RCC M-30 on Approach slab

prime coat

Tack Coat

Crash barrier Concrete RCC M-40

Particular

Total Length of Shivpuri-Jhansi Section (1251+814 to 1305+087) (LHS+RHS)=

Length of BC Overlay-3 Stretch Under DLP (LHS+RHS)=

Length of Microsurfacing Work-2 under DLP (LHS+RHS)=

Length of Microsurfacing Work-1 under DLP (LHS+RHS)=

Total Length Under DLP

Balance NON-DLP Length (LHS+RHS) (1-5)

Balance NON-DLP Length where Overlay work is required on Emergent Basis

Inspection Date of RFI

Total

Inspection Date

Date of Inspection