NIT NO-95/Bridge/Raipur/2026-27

NAME OF WORK : CONSTRUCTION OF HIGH LEVEL BRIDGE ACROSS

PAIRY RIVER ON NAHARGAON-NAGABUDA-BARULA ROAD IN K.M. 5/6-8

S.No. Particular of Item Quantity Unit Rate Amount

2.1/P-12 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.)

A Ordinary soil

(i) Upto 3 m depth

For piers P2 to P10 ( from Av. G.L. R.L.

For Abutment A1 & A2

(From Av. G.L. R.L. 98.560 M. To R.L. 97.000 M.)

Rectangular Portion 2 6 8.4 1.56

Half Circular portion 2 1/2 x 3.142 x (4.75)2 1.56

For Return R1 & R2

i Upto 3m Depth 2 4.5 8.4 3 cum 118

(From Av. G.L. R.L. 98.560 M. To R.L. 95.560 M.)

ii Upto 3m To 6m Depth

2.4/P-12 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

For Return 2 4.5 8.4 0.15 cum 2817

2.7/P-13 Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications :

A Using concrete mixer

i) PCC Grade M15

Levelling course for Returns 2 4.5 8.4 0.15

(iv) RCC Grade M30

for Footing of Return Wall 2x2 0.65 4.5 0.3

for Main Wall(From R.L.94.300M. To R.L. 98.000M.) 2x2 4.5 0.3 3.7

for Tie Wall(From R.L.94.300M. To R.L. 98.000M.) 2x2 7.8 0.3 3.7

for Main Wall(From R.L.98.000M. To R.L. 98.560M.) 2x2 4.5 0.3 0.000

for Counterfort Wall(From R.L.98.000M. To R.L. 98.560M.) 2x2 (2.700+2.464)/2 0.3 0.000

2.9/P-13 Providing and laying cutting edge of mild steel weighing 40 kg per meter for well foundation complete as per drawing and technical specifications per relevant clause of section 1200 and 1900.

Providing @ 40 kg per m

for P1 To P10 10 π x 6.65 0.04

for A1 To A2 2 π x 9.65 0.04

2.10/P-13 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification as per clauses of section 1200,1500 and 1700.

(a) Using Concrete Mixer

(ii) RCC Grade M-25

B Well steining

(a) Using Concrete Mixer

(iii) PCC Grade M-25

Abutment A1 & A2 2 x π x [4.752 - 3.7502] 8

(a) Using Concrete Mixer

(ii) PCC Grade M-25

Abutment A1 & A2 2 π x 3.752 0.6

(a) Using Concrete Mixer

(i) PCC Grade M-15

Abutment A1 & A2 2 π x 3.752 0.5

(a) Using Concrete Mixer

(iii) RCC Grade M-30

Abutment A1 & A2 2 1/2 x π x 4.752 1

2.11/P-15 Sinking of well to be measured below L.W.L. through all types of soil & rock (Other than pneumatic method of sinking) complete as per drawing and specifications as per section 1200 in (the rates include the removal of all type of obstruction)

(i) Upto 3 M. Depth.

For Abutment A1

(ii) 3 M. to 10 M. Depth.

For Abutment A1

(a) From 10 M to 20 M add 10% for every additional meter depth of sinking

From R.L.83.600m To R.L.82.600m 1 π 3.25 2 1 cum

From R.L.82.600m To R.L.81.600m 1 π 3.25 2 1 cum

From R.L.81.600m To R.L.80.600m 1 π 3.25 2 1 cum

From R.L.80.600m To R.L.79.600m 1 π 3.25 2 1 cum

From R.L.79.600m To R.L78.600m 1 π 3.25 2 1 cum

From R.L.78.600m To R.L78.200m 1 π 3.25 2 0.4 cum

From R.L.83.600m To R.L.82.600m 1 π 3.25 2 1 cum

From R.L.82.600m To R.L.81.600m 1 π 3.25 2 1 cum

From R.L.81.600m To R.L.81.000m 1 π 3.25 2 0.6 cum

(i) Upto 3 M. Depth.

For Pier P8-P10

For Abutment A2

(ii) 3 M. to 10 M. Depth.

For Abutment A2

(a) From 10 M to 20 M add 10% for every additional meter depth of sinking

From R.L.83.600m To R.L.82.600m 3 π 3.25 2 1 cum

From R.L.90.490m To R.L.89.490m 3 π 3.25 2 1 cum

From R.L.88.490m To R.L.87.490m 3 π 3.25 2 1 cum

From R.L.87.490m To R.L.86.490m 3 π 3.25 2 1 cum

From R.L85.490m To R.L.84.490m 3 π 3.25 2 1 cum 594

From R.L84.490m To R.L.83.490m 3 π 3.25 2 1 cum 633.6

From R.L83.490m To R.L.82.490m 3 π 3.25 2 1 cum 673.2

From R.L82.490m To R.L.81.490m 3 π 3.25 2 1 cum 712.8

From R.L81.490m To R.L.80.490m 3 π 3.25 2 1 cum 752.4

(b) Beyond 20 M depth add 15% for every additional meter depth of sinking

2.12/P-16 Sand Filling in wells complete as per Drawing and Technical Specifications as per section 1207.

Pier P4 1 π X 2.402 6.3

For Abutment A1&A2 2 π X 3.752 7.2

2.23/P-17 Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

Well Curb @ 80 Kg / Cum 0.08

Well steining @ 20 Kg / Cum 0.999 0.02

Well cap @ 80 Kg / Cum for pier 0.08

Well cap @ 120 Kg / Cum for Abutment 0.12

Return @ 80 Kg / Cum 0.08

2.25/P-17 Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-1983 and section 2400 of specifications.

(i) Upto 1.0m below bed level 12 1 Each 5750

(ii) Beyond 1.0m upto 5.0m depth 12 4 Meter 1150

(iii) Beyond 5.0m depth

Pier P1 1 17.05

Pier P2 1 14.55

Pier P3 1 12.05

Pier P4 1 0.000

for Abutment A1&A2 2 10.06

2.26/P-17 Providing and laying 1.5 m deep in rock and 1.5 m above rock 25 mm dia fot Steel dowel bars in foundation including drilling 65mm dia bore hole in rock necessary bending, hooking tying, reinforcement in position and grouting etc. complete as per drawings and specifications.

Pier P1 - P10 10 6

for Abutment A1&A2 2 6

3.6/P-19 Providing and laying Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specifications as per section 1500, 1700 and 2200

D Height upto 5m

(a) Using Concrete Mixer

(iii) R.C.C. Grade M-30

Side wall (From RL 98.000m to R.L. 100.800m) 2 x 2 5.4 0.2 2.8

Intermediate wall and rear wall ( From R.L.98.000m to R.L.104.050m) 2 x 2 8.4 0.2 6.05

Inner Wall (From RL 98.000m to R.L. 100.800m) 2 x 2 5.4 0.2 2.8

Front Wall (From RL 98.000m to R.L. 100.800m) 1 X 2 8.4 0.2 2.8

Abutment Cap(From RL100.800m to R.L. 101.300m) 1 X 2 8.4 1.3 0.5

Dirt Wall (From RL101.300m to R.L. 104.050m 1 X 2 8.4 0.3 2.75

Side wall (From RL 100.800m to R.L. 104.050m) 2 x 2 4.8 0.2 3.25

Inner wall (From RL 100.800m to R.L. 104.050m) 2 x 2 4.8 0.2 3.25

Return Wall (From RL 98.560m to R.L. 104.050m)

Main Wall 2 x 2 4.5 0.3 5.49

Counterfort Walls 4 x 2 (0.150+2.464)/2 0.3 5.49

Piers P1-P10 (from RL 94.600m to R.L. 99.450m) 10 π 1.00 2 0.999

Square head 10 2 2 0.4

D Height upto 5m

(a) Using Concrete Mixer

(iv) R.C.C. Grade M-35

Pedestal for Abutment 3 x 2 0.95 0.7 0.999 cum 4276

E Height 5m to 10m

(a) Using Concrete Mixer

(iv) R.C.C. Grade M-35

Pedestal Pier P1 to P10 10 x 6 0.95 0.7 0.999 cum 4369

3.7/P-20 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200

Providing @ 80 kg / cu m 0.08

3.9/P-20 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200

For Abutment 30

3.10/P-21 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710, 1.4 of I.R.C. 78 and 2200

(i) Granular material

For Return From ( R.L. 98.560m to R.L.103.970m) 1 x 2 4.5 7.8 5.41

Deduct quantity as per sor item no. 3.11

3.11/P-21 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 complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200

Front Wall (From R.L.98.560m to 100.800m) 2 x 2 0.999 0.6 0.000

Side Wall (From R.L.98.560m to 100.800m) 2 x 2 2.7 0.6 0.000

Side Wall (From R.L.100.800m to 103.970m) 2 x 2 2.7 0.6 3.17

Side Wall (From R.L.98.560m to 103.970m) 4 x 2 0.8 0.6 5.41

3.15/P-21 Suppling, fitting and fixing in position true to line and level elastomeric bearing confirming to IRC : 83 Part II section IX and clause 2005 of MORTH specifications complete i/c all accessories as per drawing and technical specifications and section 2000 and 2200.

For Piers P1 - P10 10 x 6 63 36 7.8

For Abutment A1& A2 3 x 2 63 36 7.8

per cubic centimeter 1

SUPER-STRUCTURE

4.1/P-24 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700

D RCC/PSC Grade M35

I For Solid Slab Super Structure

(a) Using Concrete Mixer

(ii) Height 5m to 10m

Soffit Slab 2 2.25 5.05 0.2

End Diaphragm 2 5.05 0.5 0.999

Meet Diaphragm 3 3.7 0.3 0.999

Kerb for Abutment & Return 2 x 2 10 (0.45+0.425)/2 0.3

Deduct Opening (-) 4 1.2 0.5 0.6

For Eleven Nos. Of Span 11 Cum 5767

4.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

HYSD Bar @ 120Kg/Cum For span 0.12

HYSD Bar @ 40Kg/Cum For Kerb 0.04

4.3 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications

H.T. Steel @5.0T/ Span 11 5 MT 124316

4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 11 34.96 7.5 0.075 Cum 7569

4.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304) 2 404.56 Meter 1234

4.1 Drainage Spouts complete as per drawing and Technical specifications of section 2705 11 12 Each 1188

4.11 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700

4.12 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704

For Abutment 2 5.5 8.4 0.25

For return 2 4.5 8.4 0.25

4.17 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.) 12 8.4 Meter 11116

4.19 Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803.

With road marking paint 2 404.56 R.M. 40

4.21 Providing and Fixing of Av. 20mm thick Granite plate including cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired. 4 Each 4200

4.22 Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51) 77 Tonne 672

4.26 Providing & filling 37/40 mm. wide expansion joint between spans in wearing coat with premoulded joint filler, primer coat and joint sealing compound as per MOST standard drawing No. BD/1-69 'B' and specifications as per section 2600 in:-

(i) R.C.C. 75 mm deep wearing coat 25 7.5 Meter 121

REPORT AND SPECIFICATION

1 Name of Work :- Boring Work for Various Bridges Under Bridge Sub Division Mahasamund for 2026-27

2 Budget Head & Provision :-

3 Proposed Cost of Project for A.A :- 20.13 Lakh

4 Authority :- E in C , P.W.D , Chhattisgarh

5 Work Details :- Boring Work for Various Bridges Under Bridge Sub Division Mahasamund for 2026-27

1 Construction of H.L. Bridge In District Mahasamund on Khuteri-Maa Annpurna Siddha Pith-Amethi Road Across Bagnai Nalla

2 Construction of H.L. Bridge In District Mahasamund on Bindrawan-Sonamundi Road Across Kandajhari Nalla

3 Construction of H.L. Bridge In District Mahasamund on Sirpur-Kesaldih Road Across Naini Nalla

4 Construction of H.L. Bridge In District Mahasamund on Saragtora-Jampali Road Across Sukha Nalla

6 Necessity :- milaHkkx] egkleqan ds varxZr o"kZ 2026&27 esa lfEefyr dk;ksZa dk izkDdyu rS;kj djus gsrq cksfjax dk;Z fd;k tkuk gSA vok';drkuqlkj cksfjax dk;Z dk foLr`r izkDdyu rS;kj fd;k x;k gSA

7 Specifcation :- MORT&H & Related IRC code will be followed during execution of work.

8 Rates :- Bridge S.O.R. w.e.f. from 01.01.2025 & ammendment upto date issued by E-in-C P.W.D. Raipur

NIT Schedule for Boring Work for Various Bridges Under Bridge Sub Division Mahasamund for 2026-27

PAC - 20.13 Lakh

S. NO. Ref. of S.O.R. ITEM NO. Descriptions QTY. Unit Rate Amount

1 CH-2 2.26/P-17 Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and othersuch materials and oras required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core Sample serially numbered at the site of work ,performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer Incharge

(i) Upto1.0 m below bed level 43 Each 7141

(ii) Beyond 1.0 m upto 5.0m depth 172 Meter 1690

(iii) Beyond 5.0 m depth 738 Meter 1918

Rs. Say in Lakh

Sub Engineer Sub Divisioanl Officer

P.W.D. Bridge Construction

Sub Division, Mahasamund (C.G.)