Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Mar 2024
Closing Date27 Mar 2024
Tender Amount₹ 9,98,75,000
Costs
EMD
₹ 19,98,000Document Cost
₹ 19,980Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_37325_1Bid Award Id
ViewTender No
No. CE/DEV/TB/741/2023-24/17Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Scarifying Existing Granular Surface to a Depth of 50 mm
Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000m as per Technical specification Clause 301.4
(ii) Mechanical means
2643.72
-
8.14
Excavation in Ordinary Soil
(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
738.8
-
67.8
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
369.4
-
169.84
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land
32982.59
-
258.21
Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land
7984.29
-
339.68
Heavy Dressing on Existing Hard Crust
Dressing and profiling of the existing WBM / Granular surface layer of the road from Edge to Edge of the Existing Carriageway, filling low spots and ravelled stresses by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 Tonne roller to obtain specified compaction etc. to optain a uniform formation surface with cross fall from the road center line to the outer edge of the existing embenkment. Works to be carried out in accordance with MORT&H Specification section 300 and as directed by deptt. (Rate considered as per Schedule of rates for Roads, Bridge & Culverts works NH for the Year 2018-19) at section where the top level of Sub-base / Base of the existing road surface is not proposed to be raised by more than 100 mm
2643.75
-
132.21
Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material
3019.89
-
2728.76
Water Bound Macadam Sub-base/base
(iii) WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A. By Manual Means
874.97
-
4453.27
Inter locking concrete Block pavement
A. Interlocking pavement block
(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
(a) Including Edge block/ Edge restraints
11666.28
-
1161.08
Improvement of Feeder Road
Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
101.25
-
2728.76
Water Bound Macadam Sub-base/base
(iii) WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A. By Manual Means
56.97
-
4453.27
Inter locking concrete Block pavement
A. Interlocking pavement block
(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
(a) Including Edge block/ Edge restraints
675
-
1161.08
RCC T Girder Bridge (1x18.75m Span)
'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.
I. Ordinary soil
A. Manual Means
(II) With dewatering
(i) upto 3 m depth
110.65
-
151.42
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.
1.76
-
114968.46
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
(N) Without plasticiser
A. Well curb
(iii) RCC M25 Grade
Case I Using concrete mixer
62.13
-
8661.45
B. Well steining
(v) RCC M25 Grade
Case - I Using concrete mixer
499.32
-
7939.38
C. Bottom Plug
(ii) PCC Grade M25
Case - I Using Concrete Mixer
125.11
-
7523.54
E. Top plug
(iii) Grade M25 PCC
Case - I Using Concrete Mixer
18.5
-
7011.65
F. Well cap
(ii) RCC Grade M25
Case - I Using concrete Mixer
149.39
-
7487.38
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.
A. Sandy soil
(i) Depth below bed level upto 3.0 M
6
-
7573.26
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.
A. Sandy soil
(ii) Beyond 3m upto 10m depth
14
-
10233.28
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.
A. Sandy soil
(iii) Beyond 10m upto 20m
8
-
13513.67
Sand filling in wells complete as per drawing and technical specifications
405.26
-
1511.94
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications
a. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/
Jindal panther steel/ Shyam steel or equivalent)
38.82
-
64120.72
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
(N) Without plasticiser
F. RCC Grade M25
a. Height upto 5m
Case - I Using concrete Mixer
66.24
-
7939.38
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/
Jindal panther steel/ Shyam steel or equivalent)
8
-
64274.4
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
80640
-
1.37
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 specification.
60
-
205.66
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A. Granular material
205.27
-
1498.38
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
(B) RCC Grade M25
Case - Using Concrete Mixer
(ii) For T-beam & slab
(b) Height 5m to 10m
78
-
9336.06
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
12.08
-
70631.78
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
10.91
-
13358.86
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
54.2
-
2031.74
Drainage Spouts complete as per drawing and Technical specification
8
-
9075.03
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
17.75
-
12616.45
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.92
-
5959.62
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 authorised representative ensuring compliance to the manufacturer's instruction for installation).
15
-
28759.63
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
140.34
-
2864.46
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
52.63
-
3052.94
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
215.33
-
3784.17
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
23.4
-
13589.49
RCC T Girder Bridge (1x21.75m Span)
'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.
I. Ordinary soil
A. Manual Means
(II) With dewatering
(i) upto 3 m depth
132.5
-
151.42
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.
1.8
-
114968.46
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
(N) Without plasticiser
A. Well curb
(iii) RCC M25 Grade
Case I Using concrete mixer
62.13
-
8661.45
B. Well steining
(v) RCC M25 Grade
Case - I Using concrete mixer
519.82
-
7939.38
C. Bottom Plug
(ii) PCC Grade M25
Case - I Using Concrete Mixer
130.64
-
7523.54
E. Top plug
(iii) Grade M25 PCC
Case - I Using Concrete Mixer
18.5
-
7011.65
F. Well cap
(ii) RCC Grade M25
Case - I Using concrete Mixer
149.39
-
7487.38
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.
A. Sandy soil
(i) Depth below bed level upto 3.0 M
6
-
7573.26
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.
A. Sandy soil
(ii) Beyond 3m upto 10m depth
14
-
10233.28
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.
A. Sandy soil
(iii) Beyond 10m upto 20m
9
-
13513.67
Sand filling in wells complete as per drawing and technical specifications
423.36
-
1511.94
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications
a. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/
Jindal panther steel/ Shyam steel or equivalent)
39.67
-
64120.72
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
(N) Without plasticiser
F. RCC Grade M25
a. Height upto 5m
Case - I Using concrete Mixer
71.36
-
7939.38
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/
Jindal panther steel/ Shyam steel or equivalent)
9.77
-
64274.4
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
80640
-
1.37
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 specification.
60
-
205.66
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A. Granular material
219.3
-
1498.38
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
(B) RCC Grade M25
Case - Using Concrete Mixer
(ii) For T-beam & slab
(b) Height 5m to 10m
95.5
-
9336.06
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
14.88
-
70631.78
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
12.6
-
13358.86
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
60.2
-
2031.74
Drainage Spouts complete as per drawing and Technical specification
8
-
9075.03
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
17.75
-
12616.45
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.92
-
5959.62
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 authorised representative ensuring compliance to the manufacturer's instruction for installation).
15
-
28759.63
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
144.62
-
2864.46
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
54.23
-
3052.94
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
223.21
-
3784.17
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
26
-
13589.49
RCC T Girder Bridge (1x24.75m Span)
'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.
I. Ordinary soil
A. Manual Means
(II) With dewatering
(i) upto 3 m depth
155.61
-
151.42
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.
1.8
-
114968.46
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
(N) Without plasticiser
A. Well curb
(iii) RCC M25 Grade
Case I Using concrete mixer
62.13
-
8661.45
B. Well steining
(v) RCC M25 Grade
Case - I Using concrete mixer
544.77
-
7939.38
C. Bottom Plug
(ii) PCC Grade M25
Case - I Using Concrete Mixer
125.11
-
7523.54
E. Top plug
(iii) Grade M25 PCC
Case - I Using Concrete Mixer
18.5
-
7011.65
F. Well cap
(ii) RCC Grade M25
Case - I Using concrete Mixer
149.39
-
7487.38
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.
A. Sandy soil
(i) Depth below bed level upto 3.0 M
6
-
7573.26
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.
A. Sandy soil
(ii) Beyond 3m upto 10m depth
14
-
10233.28
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.
A. Sandy soil
(iii) Beyond 10m upto 20m
10.2
-
13513.67
Sand filling in wells complete as per drawing and technical specifications
445.07
-
1511.94
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications
a. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/
Jindal panther steel/ Shyam steel or equivalent)
40.69
-
64120.72
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
(N) Without plasticiser
F. RCC Grade M25
a. Height upto 5m
Case - I Using concrete Mixer
76.48
-
7939.38
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/
Jindal panther steel/ Shyam steel or equivalent)
9
-
64274.4
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
106920
-
1.37
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 specification.
60
-
205.66
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A. Granular material
233.3
-
1498.38
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
(B) RCC Grade M25
Case - Using Concrete Mixer
(ii) For T-beam & slab
(b) Height 5m to 10m
114.5
-
9336.06
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
17.59
-
70631.78
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
14.29
-
13358.86
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
66.2
-
2031.74
Drainage Spouts complete as per drawing and Technical specification
10
-
9075.03
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
17.75
-
12616.45
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.92
-
5959.62
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 authorised representative ensuring compliance to the manufacturer's instruction for installation).
15
-
28759.63
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
148.9
-
2864.46
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
55.84
-
3052.94
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
231.08
-
3784.17
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
32
-
13589.49
SINGLE HUME PIPE CULVERTS (1x1000 MM DIA.) 3 Nos.
'Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
185.83
-
127.69
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open
foundation of Head walls as per drawings & Technical Specification Clause 1109
8.18
-
6078.04
Bedding of pipe
(B) Type B (First Class) Bedding
(ii) Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
13.34
-
1558.04
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
22.5
-
7787.85
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification
Clause 1109 A. Brick Masonry in 1:4 cement mortar
81.78
-
7450.77
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
115.41
-
146.41
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
16.77
-
2864.46
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
16.71
-
3784.17
SINGLE HUME PIPE CULVERTS (2x1000 MM DIA.) 2 Nos.
'Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
104.8
-
127.69
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open
foundation of Head walls as per drawings & Technical Specification Clause 1109
6.9
-
6078.04
Bedding of pipe
(B) Type B (First Class) Bedding
(ii) Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
19.45
-
1558.04
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (B) 1000 mm dia
15
-
16483.65
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification
Clause 1109 A. Brick Masonry in 1:4 cement mortar
67.74
-
7450.77
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
70.65
-
146.41
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
11.18
-
2864.46
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
14.26
-
3784.17
Slab Culvert 1x2.0m Span 1 Nos. 7.50m Width
'Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
Upto 3 m depth
82.07
-
127.69
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A. Granular material
20.3
-
1498.38
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A. With crushed Stone
I. P.C.C grade M 10
Nominal mix 1:3.6 (Hand mixing)
5.47
-
6078.04
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
ii. Brick masonry in 1:4 cement mortar
55.11
-
7450.77
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604,
1202 & 1204
(ii) In 1:4 Cement mortar
32.52
-
7983.11
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A. With Crushed Stone
III. RCC Grade M 20
i) For height upto 5 m
3.54
-
7480.6
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
A. With crushed stone
I. R.C.C grade M 20
(i) For nominal mix 1:2:4
7.45
-
8160.44
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.93
-
65217.95
Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material
3.4
-
2728.76
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
I. Sand filling
7.71
-
1644.26
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
ii. Cement conrete blocks grade M 15
5.1
-
6548.35
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
67.33
-
146.41
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
20
-
134.7
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
1.46
-
13358.86
Slab Culvert 1x4.0m Span 1 Nos.
'Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
Upto 3 m depth
87.18
-
127.69
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A. Granular material
31.78
-
1498.38
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A. With crushed Stone
I. P.C.C grade M 10
Nominal mix 1:3.6 (Hand mixing)
5.81
-
6078.04
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
ii. Brick masonry in 1:4 cement mortar
59.05
-
7692.25
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604,
1202 & 1204
37.87
-
8224.03
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A. With Crushed Stone III. RCC Grade M 20 i) For height upto 5 m
4.32
-
7480.6
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
A. With crushed stone
I. R.C.C grade M 20
(i) For nominal mix 1:2:4
5.55
-
8160.44
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.58
-
65217.95
Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material
6.8
-
2728.76
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
I. Sand filling
8.34
-
1644.26
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
5.1
-
6548.35
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
82.87
-
146.41
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
25
-
134.7
Drainage Spouts complete as per drawing and Technical specification
2
-
9075.04
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
2.59
-
13358.86
Slab Culvert 1x10.0m Span 1 Nos.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
Upto 3 m depth
263.96
-
127.69
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
I. Sand filling
22.64
-
1644.26
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A. Granular material
158.47
-
1498.38
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A. With crushed Stone
II. P.C.C grade M 15
Nominal mix 1:3.6 (Hand mixing)
19.73
-
5935.66
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A. With crushed Stone
III. P.C.C Grade M20
Nominal mix 1:3.6 (Hand mixing)
252.97
-
6705.87
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A. With Crushed Stone III. RCC Grade M 20 i) For height upto 5 m
11.35
-
7480.6
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
A. With crushed stone
I. R.C.C grade M 20
(i) For nominal mix 1:2:4
63
-
8160.44
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
5.02
-
65217.95
Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material
12.15
-
2728.76
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
ii. Cement conrete blocks grade M 15
24.3
-
6548.35
Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8mm dia, 100mm long galvanized nails spaced 300mm C/C along the center line of the plate, all as specified in clause 2604.)
15
-
1552.62
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
A. With crushed stone
5.54
-
14419.59
Drainage spouts complete as per drawing and technical specifications Clause 1209
6
-
1873.77
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
22.4
-
1985.41
PROTECTION WORKS
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil Upto 3 m depth
216.01
-
127.69
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
399.6
-
3784.17
Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
(i) 5th Kilometre Stone (precast)
(ii) Ordinary Kilometer Stone (Precast)
3
-
2509.17
Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
(i) 5th Kilometre Stone (precast)
(iii) 200 m stone (precast)
12
-
667.27
Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
30
-
705.35
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
589.03
-
566.13
(A) Retro-reflectorised Traffic Signs
(I) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
(ii) 600mm equilateral triangle
30
-
3933.19
(A) Retro-reflectorised Traffic Signs
(I) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
(iii) 600mm circular
12
-
5345.8
Direction and Place Identification signs upto 0.9 sqm size board
A. Retro-reflectorised Traffic Signs
(I) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2.43
-
13899.23
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.
(b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT
main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
240
-
1324.36
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