Request for Empanelment (“RFE”) issued by National Highways Infra Trust (NHIT) for Empanelment of Additional Agencies/Firms for existing Kerb Raising and Strengthening at Project sites of SPVs Under NHIT.

Payment Schedule

Contract Value:

S No Stage for payment Unit Percentage weightage Amount

1 Dismantling of existing Minor Bridge LS 6.00%

2 Excavation Rmt 1.43%

3 Foundation : On completion of the foundation work including PCC & Raft

3.a PCC including Ground improvement if required complete in all respect Rmt 1.88%

3.b Open Foundation including Steel fixing, Concreting etc complete in all respect. Rmt 24.28%

4 Sub- Structure: On completion of wall upto slab

4.a Wall Shaft Height upto2m Including Concreting, Steel etc complete in all respect Rmt 9.46%

4.b Wall Shaft Height from2m to Slab top Including Concreting, Steel etc complete in all respect Rmt 6.30%

4.c Rebaring work with Dowel bar Rmt 0.64%

5 Super-structure: On completion of the superstructure in all respects

5.a Top slab Casting including Including Concreting, Steel etc complete in all respect Rmt 22.08%

6 Misc. Work Like Approach Construction, Approach Slab, Wearing Coat, Footpath , Retaining Wall etc Completed in all respect

6.a Approach Slab including PCC etc complete in all respect Nos 1.36%

6.b Wearing Coat including Mastic Sheet Sqm 5.16%

6.c Restoration of existing MNB Toe wall, Quadrant Pitching, Floor apron etc all complete LS 8.05%

6.d Crash Barrier including painting etc all complete Rmt 1.45%

6.e Construction of Flexible Approach including Backfilling, Filter media, Restoration of existing maincarrageway and all misc work road marking, kerb, Kerb painting etc complete in all respect LS 8.11%

7 Completion of all Structure Schedule Test and Others Misc work LS 2.39%

8 Casting and Fixing of Km , 5th Km stone with Painting

8.a 5th Km stone Casting, Fixing , Painting complete in all respect Nos 0.46%

8.b Km stone Casting, Fixing , Painting complete in all respect Nos 0.95%

Total Amount in Cr.

Annexure C3 - BoQ Minor Bridge Work

Name of Work : TOLLING, OPERATION, MAINTENANCE & TRANSFER OF SIX LANE WITH PAVED SHOULDER OF GUNDUGOLANU - CHINNA AVUTAPALLI SECTION FROM EXISTING KM 1023+496 TO 1076+280 OF NH-16 IN THE STATE OF ANDHRA PRADESH

BoQ Item No. Specifications Description of Items Total Qty Rate Unit Amount (In Rs) Remarks

1 Dismantling & Excavation of Existing Bridge

A Prestressed / Reinforced cement concrete grade M-20 & above grade (Mechanical Means) 541.72 Cum 0.00

B Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) - Bituminous coarse 33.71715 Cum 0.00

C Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) 60 Rmt 0.00

D Dismantling of CC Crash Barrier 10.899 Cum 0.00

E Excavation for foundation by mechanical means in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. 288.77 Cum 0.00

F Excavation for foundation by mechanical means in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. 192.51 Cum 0.00

TOTAL AMOUNT 0.00

2 PCC & Raft Foundation Work

A PCC M-15 Providing and laying in situ/ready mix/ready mix M15 cement concr ete of trap/granite/quartzite/gneiss metal in foundation including necessary centering, formwork, bailing out water , compacting and cur ing etc. complete. (with fully automatic micr o pr ocessor based PLC w ith SCADA enabled w ith r ever sible dr um type mixer /concrete batch mix plant (pan mixer ) with natural /artifical sand) 39.25 Cum 0.00

B Raft Foundation Providing and laying in situ M35 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in Box/solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. 211.76 Cum 0.00

C Raft Foundation @ Reinforcement 23.29 MT 0.00

TOTAL AMOUNT 0.00

3 Haunch & Outer & Inner Walls

A Outer, Inner walls & Haunch of Box type MNB Providing and laying in situ M35 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in Box/solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete.

i Side Wall Box Culvert 45.60 Cum 0.00

ii Haunch 2.57 Cum 0.00

iii Inner Walls 89.28 Cum 0.00

iv Reinforcement work 15.12 MT 0.00

TOTAL AMOUNT 0.00

Top Slab of Box type MNB Providing and laying in situ M35 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in Box/solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. 40.38

Top Slab Box Culvert 192.51 0.00

Reinforcement 21.18 MT 0.00

TOTAL AMOUNT 0.00

5 Rebaring work with Dowel bar

Rebaring Work Providing and fixing in position TMT - FE - 500/500D bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. - Re baring a) For TMT Fe 415 steel bars ( If Mild Steel/HYSD steel is to be used prior permission from S.E. should be taken ) 1.11 MT 0.00

TOTAL AMOUNT 0.00

6 Miscellenous work

Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. 0.00 No 0.00

Providing and laying of PCC in M15 grade approach slab 9.55 Cum 0.00

Providing and laying of RCC in M30 grade approach slab including reinforcement and formwork complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer as per drawings and technical specifications etc. complete. 19.95 Cum 0.00

Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 40 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT & H 2013 Cl 811 Page No 360 48.40 RMT 0.00

Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete. 182.00 Nos 0.00

Providing tar paper bearing including laying in proper position etc. complete. 9.60 Sqm 0.00

Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) 389.03 Cum 0.00

Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete. 66.69 Cum 0.00

Flexible Apron of PCC M-15 Providing and laying in situ/ready mix/ready mix M15 cement concr ete 161.46 Cum 0.00

Providing and applying plastic emulsion paint of approved quality, colour and shade to new surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete. 37.88 Sqm 0.00

Wearing coat 75 mm BC 450.12 Sqm 0.00

Cast in Situ Cement Concrete M20 kerb 60.00 Rmt 0.00

Painting Two Coats on New Concrete Surfaces - kerb 20.70 Rmt 0.00

Painting Two Coats on New Concrete Surfaces 61.71 Rmt 0.00

Road Marking - (Painting) 37.88 Sqm 0.00

Road Studs (Solar) 25.00 Nos 0.00

TOTAL AMOUNT 0.00

TOTAL COST (Rs. In Cr) 0.00

S NO. Stones Stone Qty Rate Unit Amount

1 5th km stone 5th KM Stone 10 0.00

2 Km stone Km Stone 36 0.00

TOTAL AMOUNT 0.00

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

S. No. Items Rates Unit

1 Prestressed / Reinforced cement concrete grade M-20 & above grade (Mechanical Means) 1550.70 Cum

2 Dismantling of Flexible Pavements - Bituminous coarse 629.10 Cum

3 Dismantling Kerb Stone 32.90 Rmt

4 Dismantling of CC Crash Barrier 1550.70 Cum

5 Excavation for foundation by mechanical means 437.00 Cum

6 Excavation for foundation by mechanical means in hard murum 437.00 Cum

7 Back filling behind abutment (by granular material) 2320.00 Cum

8 Providing and laying of filter media with granular materials/ stone crushed aggregates 1791.00 Cum

9 Providing and laying in situ/ready mix/ready mix M15 cement concr ete 7006.00 Cum

10 Providing and laying in situ M35 controlled cement concrete 8578.00 Cum

11 Providing and fixing in position TMT - FE - 500/500D bar reinforcement - Dowel bar 74872.00 MT

12 Providing and fixing in position TMT - FE - 500/500D bar reinforcement Mild Steel/HYSD steel is to be used prior permission from S.E. should be taken ) 84370.37 MT

13 100mm diameter GI water spouts 3848.00 No

14 RCC in M30 grade approach slab 6624.00 Cum

15 Reinforced cement concrete crash barrier 4391.00 RMT

16 Weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm 635.00 Nos

17 Tar paper bearing including laying in proper position etc. complete. 90.00 Sqm

18 Emulsion paint 1280.02 Sqm

19 Wearing coat 75 mm BC 1681.82 Sqm

20 Cast in Situ Cement Concrete M20 kerb 298.00 Rmt

21 Painting Two Coats on New Concrete Surfaces 136.00 Rmt

22 Road Marking - (Painting) 431.00 Sqm

23 Road Studs (Solar) 267.0 Nos

TOLLING, OPERATION, MAINTENANCE & TRANSFER OF SIX LANE WITH PAVED SHOULDER OF GUNDUGOLANU - CHINNA AVUTAPALLI SECTION FROM EXISTING KM 1023+496 TO 1076+280 OF NH-16 IN THE STATE OF ANDHRA PRADESH

Sub Estimate No. 7 : Minor Bridge work

Measurement Sheet (CH : 1067+320)

BoQ Item No. Description of Items No. Length Breadth Depth Quantity Unit Observation Compliance

Dismanlting of Existing Bridge

1 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)

a Prestressed / Reinforced cement concrete grade M-20 & above 1 541.72 Cum -

b Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) - machanically

c Bituminous Coarse 1 48.34 9.3 0.075 33.71715 Cum -

d Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) 1 60 60 Rmt -

e Dismantling of CC Crash Barrier 1 41.4 0.26325 10.899 Cum -

2 Excavation for foundation by mechanical means in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.

Box Structure 1 41.4 9.3 1.25 481.28 Cum -

a Quantity for this item @ 60% 60% 481.28 288.77 Cum -

3 Excavation for foundation by mechanical means in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.

a Quantity for this item @ 40% 40% 481.28 192.51 Cum Quantity for this item assumed as 25% but calculated based on 40%. Pls. clarify Quantity will be considered on the safe side.

4 Excavation for foundation by mechanical means in soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.

a Quantity for this item @ 13% 0% 481.28 0.00 Cum

5 Excavation for foundation in hard rock by controlled blasting including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.

a Quantity for this item @ 1% 0% 481.28 0.00 Cum

6 Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. (excluding dewatering)

a Quantity for this item @ 1% 0% 481.28 0.00 Cum

7 Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)

a Behind Wall 2 9.5 3.5 5.85 389.03 Cum

8 Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.

a On side of Box 2 9.5 0.6 5.85 66.69 Cum

Total 66.69 Cum

9 Pr oviding and laying in situ / r eady mix / r eady mix M15 cement concr ete of tr ap/ gr anite/ quar tzite/ gneiss metal in foundation including necessar y center ing, for mw or k, bailing out w ater , compacting and cur ing etc. complete. (w ith fully automatic micr o pr ocessor based PLC w ith SCADA enabled w ith r ever sible dr um type mixer / concr ete batch mix plant (pan mixer ) w ith natur al / ar tifical sand)

a Box MNB 1 9.3 41.4 0.1 38.50 Cum It is MNB, not Box Culvert Noted. It is a Box Type Minor Bridge

b Shear Key 2 0.74 Cum

c Apron 2 161.46 Cum

d Flat stone apron 2 322.92 Cum

Total 39.25 Cum

10 Providing and laying in situ M35 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (height up to 3 meter with fully automatic micro processor based PLC with SCADA enabled reversible drum type mixer and natural sand)

a Top Slab Box Culvert 1 9.3 41.4 0.5 192.51 Cum It is MNB, not of Box Culvert Noted. It is a Box Type Minor Bridge

b Base Raft Box Culvert 1 9.3 41.4 0.55 211.76 Cum

c Side Wall Box Culvert 2 9.5 0.5 4.8 45.60 Cum Verify height of wall. Average height should be considered as (4.744+4.218)/2 =4.481 Quantity will be considered on the safe side.

d Haunch 24 9.5 0.01125 2.57 Cum Verify Sectional area of each Haunch (0.045). Corrected area should be 1/2x(0.15x.15)= 0.01125 Quantity will be considered on the safe side.

e Inner Walls 5 9.3 0.4 4.8 89.28 Cum Verify height of wall. Average height should be considered as (4.744+4.218)/2 =4.481 Quantity will be considered on the safe side.

Total 541.72 Cum

11 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. a) For TMT Fe 415 steel bars ( If Mild Steel/HYSD steel is to be used prior permission from S.E. should be taken )

Total RCC Concrete 541.72 Cum

a Steel @ 110 kg/cum 541.716 X 110 59.59 MT Steel assumed @ 110 kg/Cum. But calculated based on 73.5 Kg/Cum. Pls clarify. It is better to calculate Steel quantity based on BBS as Reinforcement drawing is already there. Noted and after checking the BBS will finalize the quantity of Steel.

b 20 mm Dowel bar @ 300 mm C/C (Reinforced Lap) 1.11 MT

12 Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. 1 6 3.00 No.

13 Providing and laying of RCC in M30 grade approach slab including reinforcement and formwork complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer as per drawings and technical specifications etc. complete. 2 3.5 9.5 0.3 19.95 Cum

14 Providing & laying of PCC in M15 grade Approch slab 2 3.35 9.5 0.15 9.55 Cum

15 Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 40 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT & H 2013 Cl 811 Page No 360 1 48.4 48.40 RMT 1. generally Crash Barrier continues on Approach Slab i.e. length should be (41.4+3.5x2)= 48.4). Pls check and confirm. 2.Grade of concrete for RCC Crash Barrier commonly used as M-40. Please once reconfirm whether M25 concrete or M40 to be provided. Noted and Corrected accordingly.

17 Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete.

No. of holes 2 per 1 sqm

Box Walls 2 9.5 4.8 91.20 Sqm

No. of holes 91.20 X 2 182.00 Nos

a Weep Holes Total 91.20 Sqm

18 Providing tar paper bearing including laying in proper position etc. complete. 4 4.8 0.5 9.60 SQM

19 Pr oviding and applying plastic emulsion paint of appr oved quality, colour and shade to new sur face in thr ee coats including scaffolding, pr epar ing the sur face. (excluding pr imer coat) etc. complete. 2 55.4 37.88 Sqm

20 Cast in Situ Cement Concrete M20 kerb 60 Rmt

21 Painting Two Coats on New Concrete Surfaces - kerb 20.7 Sqm

Painting Two Coats on New Concrete Surfaces - CC Barrier 61.71 Sqm

22 Providing and laying M15 concrete for Apron embedment as per the existing bridge condition at site 2 161.46 Cum Further, if possible please add some quantities for Quarter Coning & Flexible Apron of existing bridge as the photographs indicates that condition of Stone Pitching & Apron may not be proper. Noted and shall be considered.