Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 25,31,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of road of 1) Merabil to Dhansirighat, 2) Chuba Chuburi to Geruabari Road, 3) Bengaligaon No. 1 to NH-52
Description
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Contact
Tender Id
2018_CEASM_64845_13Bid Award Id
ViewTender No
CE/PMGSY/ADB/02/2017-18/14Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of Granular sub-base (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 Material (Gr - II )
1386.52
-
2200.41
Water Bound Mecadam
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Using Stone Screening:
2) Grading-II (A) By manual Means
691.38
-
3281.33
Water Bound Mecadam
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Using Stone Screening:
3) Grading-III (A) By manual means
691.38
-
3275.76
Prime-Coat (i) Low porosity
Providing and applying primmer coat with bitumin emultion (SS-1) on prepared surcafe of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause 502.
9386.85
-
41
Tack-coat (III) Providing and applying tack coat with bitumin emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification clause 503.
9386.85
-
13
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder
Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical specification clause.
Case-II By Mechanical Means
(i) Bitumen (S-90)
9386.85
-
148.2
Seal-Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause
B) By mechanical means.
Case II Type-B
(i) Bitumen (S-90)
9386.85
-
49.73
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(i) 90 cm equilateral triangle
4
-
3860
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(iii) 60cm circular
6
-
3384
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(iv) 80cm x 60cm rectangular.
6
-
4783
Kilometer Stone
Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703
(ii)Ordinary Kilometer Stone (precast)
Kilometer Stone
3
-
2058
Kilometer Stone
Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703
(iii) 200 m Stone (precast)
10
-
546
RCC guard post:
Supplying,fitting and fixing RCC guard post 150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete
.'30 cm dia with 6-12mmTor bar
80
-
1136
Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1
2
-
19714
Providing and laying speed breaker as per technical specification and as directed by the Engineer
4
-
3022.51
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(A) Upto 600 mm dia Hume pipe
10
-
109
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 side
(I) Ordinary Soil (A) Manual means
(b) With dewatering
63.62
-
71
PCC M10: 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.)
3.61
-
4782
Bedding for Pipe ii) Type B (First class bedding)
Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii)
(ii) Granular material
7.42
-
857
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.
(B)1000 mm dia
15
-
6225
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
Brick Masonry in 1:4 cement mortar
39.76
-
5047
Plastering with cement mortar (1:4) on brick work in sub structure as per technical specification
deduct
63.04
-
126.6
Earth work in excavation of foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
I. ordinary soil
A. manual means
(a) without dewatering
(ii) 3m to 6m depth
506.5
-
113
Providing and laying of cutting edge of mild steel weighing 40 K.G. per meter for Well foundation complete as perv drawing and as per clause 1200 &1900 of MORTH specifications .
3.6
-
103102
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. A. Well Curb RCC M - 25 grade Case - I : Using concrete mixer.
69.3
-
8850
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. B. Well steining III) RCC M- 20 grade Case I : Using concrete mixer.
578.25
-
8019
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. C. Bottom Plug Concrete to be placed using tremie pipe. II) PCC grade M-20 Case - I : Using concrete mixer.
223.78
-
7478
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. E. Top plug III) PCC grade M-15 Case - I : using concrete mixer.
30.04
-
6012
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. F. Well Cap I) RCC M - 25 grade Case - I : using concrete mixer.
151.85
-
7651
Sinking of 6 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
I) Depth below Bed level up to 3.0mII)
3
-
4394
Sinking of 6 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
II)Beyond 3.0 m upto 10.0 m
7
-
6404
Sinking of 6 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
III) Additional depth beyond 10 m up to 20 m
5.37
-
8458
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
I) Depth below Bed level up to 3.0m
6
-
6697
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
II) Beyond 3.0 m upto 10.0 m
14
-
9327
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
III) Additional depth beyond 10 m up to 20 m
13.01
-
12318
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
809.07
-
1437
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification
41.8
-
72065
Supplying, fitting and placing uncoated mild steel reinforcement in foundation complete as per drawing and Technical Specifications as per MORTH Section No. 1600
0.3
-
66376
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications F. RCC Grade M 25
(p).Height up to 5.0 m Case – I : Using Concrete Mixer
140.95
-
8113
Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification
12.41
-
72169
Supplying, fitting and placing uncoated mild steel reinforcement in Substructure complete as per drawing and Technical Specifications as per MORTH Section No. 1600
0.46
-
67080
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. RCC Grade M 35, Case - I : Using Concrete Mixer II) T-beam & slab (a) Height upto 5m
191
-
9163
Supplying, fitting and placing TMT bar reinforcement complete in superstructure complete as per drawing and technical specification
31.25
-
70685
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications
25.63
-
14674
Construction of pre cast 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 center to center spacing between vertical post not to exceed 2000 mm leaving adequat space between vertical post for expansion, complete as per approved drawings and technical specifications.
98.52
-
2251
Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
22.5
-
897
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications.
161280
-
1.15
Drainage spouts complete as per approved drawings and technical specifications.
20
-
8615
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
A. Stone/Boulder
308.88
-
1154
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
92.66
-
1753
Providing and laying boulders on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification .
145.91
-
1325
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.
45
-
9112
AS_26_118
Clearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness as per Technical Specifications Clause 201.
(I) By Manual Means- (a) In area of non thormy jungle
2.21
-
30802
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
(a) Private land
15236.7
-
155
Construction of sub-grade and earthen shoulders
Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1. (a) Private land
11935.44
-
209
Construction of Granular sub-base (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 Material (Gr - II )
2064.21
-
2156.69
Water Bound Mecadam
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Using Stone Screening:
2) Grading-II (A) By manual Means
1032.32
-
3224.62
Water Bound Mecadam
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Using Stone Screening:
3) Grading-III (A) By manual means
1032.32
-
3220.2
Prime-Coat (i) Low porosity
Providing and applying primmer coat with bitumin emultion (SS-1) on prepared surcafe of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause 502.
13835.99
-
41
Tack-coat (III) Providing and applying tack coat with bitumin emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification clause 503.
13835.99
-
13
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder
Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical specification clause.
Case-II By Mechanical Means
(i) Bitumen (S-90)
13835.99
-
147.28
Seal-Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause
B) By mechanical means.
Case II Type-B
(i) Bitumen (S-90)
13835.99
-
49.43
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(i) 90 cm equilateral triangle
16
-
3860
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(iii) 60cm circular
22
-
3384
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(iv) 80cm x 60cm rectangular.
10
-
4783
Kilometer Stone
Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703
(ii)Ordinary Kilometer Stone (precast)
3
-
2058
Kilometer Stone
Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703
(iii) 200 m Stone (precast)
15
-
546
Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1
2
-
19714
Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2
66
-
1100
Providing and laying speed breaker as per technical specification and as directed by the Engineer
16
-
3005.18
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(A) Upto 600 mm dia Hume pipe
20
-
109
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 side
(I) Ordinary Soil (A) Manual means
(b) With dewatering
127.24
-
71
PCC M10- 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.)
7.22
-
5299
Bedding for Pipe ii) Type B (First class bedding)
Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii)
(ii) Granular material
10.47
-
1134
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.
(B)1000 mm dia
30
-
6235
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
Brick Masonry in 1:4 cement mortar
77.11
-
5165
Plastering with cement mortar (1:4) on brick work in sub structure as per technical specification
deduct
125.21
-
126.6
Earth work in excavation of foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
I. ordinary soil
A. manual means
(a) without dewatering
(ii) 3m to 6m depth
425.96
-
113
Providing and laying of cutting edge of mild steel weighing 40 K.G. per meter for Well foundation complete as perv drawing and as per clause 1200 &1900 of MORTH specifications .
3.6
-
103102
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. A. Well Curb I) RCC M - 25 grade Case - I : Using concrete mixer.
69.3
-
8850
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. B. Well steining III) RCC M- 20 grade Case I : Using concrete mixer.
450.19
-
8019
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. C. Bottom Plug Concrete to be placed using tremie pipe. I) PCC grade M-20 Case - I : Using concrete mixer.
223.78
-
7478
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. E. Top plug III) PCC grade M-15 Case - I : using concrete mixer.
30.04
-
6012
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. F. Well Cap I) RCC M - 25 grade Case - I : using concrete mixer.
150.37
-
7651
Sinking of 6 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
I) Depth below Bed level up to 3.0m
3
-
4394
Sinking of 6 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
II) Beyond 3.0 m upto 10.0 m
7
-
6404
Sinking of 6 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
III) Additional depth beyond 10 m up to 20 m
2.44
-
8458
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
I) Depth below Bed level up to 3.0m
6
-
6697
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
II) Beyond 3.0 m upto 10.0 m
14
-
9327
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
III) Additional depth beyond 10 m up to 20 m
7.44
-
12318
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
639.87
-
1437
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification
37.45
-
72065
Supplying, fitting and placing uncoated mild steel reinforcement in foundation complete as per drawing and Technical Specifications as per MORTH Section No. 1600
0.3
-
66376
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications F. RCC Grade M 25
(p).Height up to 5.0 m Case – I : Using Concrete Mixer
127.11
-
8113
Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification
11.39
-
72169
Supplying, fitting and placing uncoated mild steel reinforcement in Substructure complete as per drawing and Technical Specifications as per MORTH Section No. 1600
0.46
-
67080
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. RCC Grade M 35, Case - I : Using Concrete Mixer II) T-beam & slab (a) Height upto 5m
191
-
9163
Supplying, fitting and placing TMT bar reinforcement complete in superstructure complete as per drawing and technical specification
31.25
-
70685
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications
25.63
-
14674
Construction of pre cast 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 center to center spacing between vertical post not to exceed 2000 mm leaving adequat space between vertical post for expansion, complete as per approved drawings and technical specifications.
98.52
-
2251
Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
22.5
-
897
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications.
161280
-
1.15
Drainage spouts complete as per approved drawings and technical specifications.
20
-
8615
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
A. Stone/Boulder
255.31
-
1154
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
76.59
-
1753
Providing and laying boulders on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification .
131.47
-
1325
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.
45
-
9112
AS_26_121
Clearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness as per Technical Specifications Clause 201.
(I) By Manual Means- (a) In area of non thormy jungle
4.91
-
30802
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
(a) Private land
26562.37
-
155
Construction of sub-grade and earthen shoulders
Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1. (a) Private land
14324.4
-
209
Construction of Granular sub-base (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 Material (Gr - II )
2964.23
-
2026.52
Water Bound Mecadam
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Using Stone Screening:
2) Grading-II (A) By manual Means
1473.11
-
3073.76
Water Bound Mecadam
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Using Stone Screening:
3) Grading-III (A) By manual means
1473.11
-
3072.4
Prime-Coat (i) Low porosity
Providing and applying primmer coat with bitumin emultion (SS-1) on prepared surcafe of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause 502.
19695.28
-
41
Tack-coat (III) Providing and applying tack coat with bitumin emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification clause 503.
19695.28
-
13
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder
Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical specification clause.
Case-II By Mechanical Means
(i) Bitumen (S-90)
19695.28
-
144.52
Seal-Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause
B) By mechanical means.
Case II Type-B
(i) Bitumen (S-90)
19695.28
-
48.51
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(iv) 80cm x 60cm rectangular.
7
-
4783
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(i) 90 cm equilateral triangle
6
-
3860
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(iii) 60cm circular
6
-
3384
Kilometer Stone
Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703
(ii) 5th KM Stone
1
-
3371
Kilometer Stone
Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703
(ii)Ordinary Kilometer Stone (precast)
6
-
2058
Kilometer Stone
Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703
(iii) 200 m Stone (precast)
26
-
546
Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1
2
-
19714
Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2
80
-
1100
Providing and laying speed breaker as per technical specification and as directed by the Engineer
12
-
2362.86
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(A) Upto 600 mm dia Hume pipe
15
-
109
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(B) Above 600 mm to 900 mm dia Hume pipe
50
-
147
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 side
(I) Ordinary Soil (A) Manual means
(b) With dewatering
286.28
-
71
PCC M10: 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.)
16.25
-
5299
Bedding for Pipe ii) Type B (First class bedding)
Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii)
(ii) Granular material
23.55
-
1134
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.
(B)1000 mm dia
67.5
-
6235
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
Brick Masonry in 1:4 cement mortar
173.5
-
5165
Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification
281.72
-
126.6
Earth work in excavation of foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
I. ordinary soil
A. manual means
(a) without dewatering
(ii) 3m to 6m depth
293.59
-
113
Well Foundation Providing and constructing temporary Island 12 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1200 of MORTH specifications.
1
-
41153
Providing and constructing one span service road to reach island location from one pier location to another pier location
25
-
2258
Providing and laying of cutting edge of mild steel weighing 40 K.G. per meter for Well foundation complete as perv drawing and as per clause 1200 &1900 of MORTH specifications .
3.6
-
103102
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications
A. Well Curb I) RCC M - 25 grade Case - I : Using concrete mixer.
64.96
-
8850
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications
B. Well steining III) RCC M- 20 grade Case I : Using concrete mixer.
377.77
-
8019
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications
C. Bottom Plug Concrete to be placed using tremie pipe. II) PCC grade M-20 Case - I : Using concrete mixer.
190.82
-
7478
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications
E. Top plug III) PCC grade M-15 Case - I : using concrete mixer.
31.7
-
6012
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications
F. Well Cap I) RCC M - 25 grade Case - I : using concrete mixer.
153.45
-
7651
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
I) Depth below Bed level up to 3.0m
6
-
6697
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
II) Beyond 3.0 m upto 10.0 m
14
-
9327
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
III) Additional depth beyond 10 m up to 20 m
0.97
-
12318
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
516.85
-
1437
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification
31.23
-
72065
Supplying, fitting and placing uncoated mild steel reinforcement in foundation complete as per drawing and Technical Specifications as per MORTH Section No. 1600
0.3
-
66376
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications F. RCC Grade M 25
(p).Height up to 5.0 m Case – I : Using Concrete Mixer
107.46
-
8113
Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification
8.36
-
72169
Supplying, fitting and placing uncoated mild steel reinforcement in Substructure complete as per drawing and Technical Specifications as per MORTH Section No. 1600
0.31
-
67080
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. RCC Grade M 35, Case - I : Using Concrete Mixer II) T-beam & slab (a) Height upto 5m
106
-
9163
Supplying, fitting and placing TMT bar reinforcement complete in superstructure complete as per drawing and technical specification
18.75
-
70685
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications
17.47
-
14674
Construction of pre cast 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 center to center spacing between vertical post not to exceed 2000 mm leaving adequat space between vertical post for expansion, complete as per approved drawings and technical specifications.
69.52
-
2251
Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
22.5
-
897
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications.
101455.2
-
1.15
Drainage spouts complete as per approved drawings and technical specifications.
14
-
8615
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
A. Stone/Boulder
239.16
-
1154
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
119.58
-
1753
Providing and laying boulders on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification .
255.45
-
1325
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.
36
-
12814
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