Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 1,02,97,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEASM_67009_1Bid Award Id
ViewTender No
CE/PMGSY/78/2017-18/6Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. I) In Ordinary Soil B. Mechanical means ii) 3.00m to 6.00 m depth (without dewatering)
492.45
-
163.44
Well Foundation Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1203.2 of MORTH specifications. B. Depth of water 4.0 m and height of islnd 4.5 m
1
-
782891.22
C. Providing and construction one span service road 10 m wide to reach island location to another pier location.
62
-
2239.36
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 .
4.17
-
116874.36
Plain / Reinforced Cement concrete, in well foundation complete 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.
88.88
-
9334.24
Plain / Reinforced Cement concrete, in well foundation complete 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.
985.02
-
7913.22
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.
213.44
-
8828.03
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. D. Intermediate plug III) PCC grade M-25 Case - I : using concrete mixer.
11.31
-
7741.84
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-25 Case - I : using concrete mixer.
19.36
-
7564.78
Plain / Reinforced Cement concrete, in well foundation complete 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.
176.63
-
8908.62
Sinking of 6m 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
-
5272.08
Sinking of 6m 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
-
7574.99
Sinking of 6m 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)Beyond 10 m up to 20 m
10
-
10003.89
Sinking of 6m 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 IV) Beyond 20 m up to 30 m
1
-
18766.09
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
-
8000.62
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
-
10863.09
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)Beyond 10 m up to 20 m
20
-
14348.67
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 IV) Beyond 20 m up to 30 m
1
-
26911.99
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
913.25
-
2167.85
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (Refer to quantity estimation)(TATA MAKE TMT REBAR)
72.7
-
73812.46
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications as per MORTH Section. 1500, 1700 , 2200 F) RCC Grade M 25 I) Height up to 5.0 m to 10 m Case-I : Using Concrete Mixer
160.98
-
8837.11
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
20.66
-
62966.4
Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specifications as per MORTH section 2000, 2200
326400
-
1.15
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specificationsincluding steel shuttering II. PSC grade M - 40 Case I : Using concrete mixer For T beam and slab, 2) Height 5.0m to 10.0 m
369.85
-
9487.47
Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
39.9
-
63922.07
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
12.78
-
247579.82
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification of Clauses 800 and 1206.3 A) With Natural gravel
35.47
-
12715.41
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 as per drawing and technical specifications clause 800,900,1208.3
143.52
-
1956.74
Drainage Spouts complete as per drawing and technical specifications
24
-
7210.66
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 complience to the manufacture 's instruction for installation
30
-
6678.34
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
167.32
-
2561.9
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
83.66
-
3037.58
Boulder laid in wire crates. Providing and laying boulder Apron laid in wire crates made with 4 mm dia GI wire conforming to IS 280 & IS 4826 in 100 mm * 100 mm mesh weaved digonally including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each
280.19
-
3502.47
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 By Mechanical Means: Private land
9171.51
-
261.73
Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,tansporting 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 By Mechanical Means: Private Land
929.12
-
324.95
Construction of granular sub-base by providing well graded materials, 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. For Grading II Material
189
-
2760.23
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -II : By Manual means
94.5
-
4372.22
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -III : By Manual means
94.5
-
4382.67
Prime coat Low porosity.Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 Kg/sqm using mechnical means as per Technical Specification Clause 502
1260
-
31.67
Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1260
-
11.58
Providing, laying and rolling of 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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 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 508 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
211.36
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 510 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
84.91
Traffic Signs: Retro-reflectorised Traffic Signs. 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,1.5mm thick supported on a mild steel angle iron post 75mm x 75m x 6mm firmlyfixed to theground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 650mm x 600mm below ground level as per drawings and Technical specfication Clause 801:60 cm equilateral triangle
2
-
4225.61
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 duly welded with MS flat Iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600m, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
1
-
24354.72
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
78.75
-
780.88
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, as per BS:873 (Part 4) 1973
96
-
621.75
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with deta chablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
20
-
3630.87
RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,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.
80
-
599.28
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 withearth topping complete as per direction of the department.
70
-
13287.45
Package No.AS-01-117
-
-
-
Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by th department.)scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
72
-
1187.21
Labour for taking out old piles of the bidge and stacking them at suitable place as directed
120
-
1482.31
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. I) In Ordinary Soil B. Mechanical means ii) 3.00m to 6.00 m depth (without dewatering)
480.73
-
163.44
Well Foundation Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1203.2 of MORTH specifications. B. Depth of water 4.0 m and height of islnd 4.5 m
1
-
782891.22
C. Providing and construction one span service road 10 m wide to reach island location to another pier location.
72
-
2239.36
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 .
4.58
-
116874.36
Plain / Reinforced Cement concrete, in well foundation complete 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.
93.86
-
9334.24
Plain / Reinforced Cement concrete, in well foundation complete 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.
1070.45
-
7913.22
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.
225.56
-
8828.03
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. D. Intermediate plug III) PCC grade M-25 Case - I : using concrete mixer.
17.67
-
7741.84
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-25 Case - I : using concrete mixer.
19.36
-
7564.78
Plain / Reinforced Cement concrete, in well foundation complete 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.
190.04
-
8908.62
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
9
-
8000.62
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
21
-
10863.09
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)Beyond 10 m up to 20 m
30
-
14348.67
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 IV) Beyond 20 m up to 30 m
3.4
-
26911.99
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
1067.94
-
2167.85
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (Refer to quantity estimation)(TATA MAKE TMT REBAR)
77.43
-
73812.46
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications as per MORTH Section. 1500, 1700 , 2200 F) RCC Grade M 25 I) Height up to 5.0 m to 10 m Case-I : Using Concrete Mixer
171.92
-
8837.11
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
22.05
-
62966.4
Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specifications as per MORTH section 2000, 2200
443520
-
1.15
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specificationsincluding steel shuttering II. PSC grade M - 40 Case I : Using concrete mixer For T beam and slab, 2) Height 5.0m to 10.0 m
472.64
-
9487.47
Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
52.5
-
63922.07
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
15.98
-
247579.82
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification of Clauses 800 and 1206.3 A) With Natural gravel
40.03
-
12715.41
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 as per drawing and technical specifications clause 800,900,1208.3
159.72
-
1956.74
Drainage Spouts complete as per drawing and technical specifications
27
-
7210.66
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 complience to the manufacture 's instruction for installation
30
-
6678.34
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
163.56
-
2744.54
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
81.78
-
3220.22
Boulder laid in wire crates. Providing and laying boulder Apron laid in wire crates made with 4 mm dia GI wire conforming to IS 280 & IS 4826 in 100 mm * 100 mm mesh weaved digonally including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each
258.34
-
3685.12
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 By Mechanical Means: Private land
9800.24
-
261.73
Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,tansporting 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 By Mechanical Means: Private Land
929.12
-
324.95
Construction of granular sub-base by providing well graded materials, 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. For Grading II Material
189
-
2954.6
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -II : By Manual means
94.5
-
4597.48
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -III : By Manual means
94.5
-
4603.36
Prime coat Low porosity.Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 Kg/sqm using mechnical means as per Technical Specification Clause 502
1260
-
31.67
Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1260
-
11.58
Providing, laying and rolling of 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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 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 508 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
215.47
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 510 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
86.28
Traffic Signs: Retro-reflectorised Traffic Signs. 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,1.5mm thick supported on a mild steel angle iron post 75mm x 75m x 6mm firmlyfixed to theground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 650mm x 600mm below ground level as per drawings and Technical specfication Clause 801:60 cm equilateral triangle
2
-
4225.61
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 duly welded with MS flat Iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600m, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
1
-
24354.72
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
78.75
-
780.88
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, as per BS:873 (Part 4) 1973
96
-
621.75
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with deta chablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
20
-
3630.87
RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,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.
80
-
599.28
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 withearth topping complete as per direction of the department.
80
-
13287.45
Package No.AS-01-361
-
-
-
Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by th department.)scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
85
-
1187.21
Labour for taking out old piles of the bidge and stacking them at suitable place as directed
54
-
1482.31
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. I) In Ordinary Soil B. Mechanical means ii) 3.00m to 6.00 m depth (without dewatering)
1315.94
-
163.44
Well Foundation Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1203.2 of MORTH specifications. B. Depth of water 4.0 m and height of islnd 4.5 m
3
-
782891.22
C. Providing and construction one span service road 10 m wide to reach island location to another pier location.
90
-
2239.36
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 .
5.76
-
116874.36
Plain / Reinforced Cement concrete, in well foundation complete 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.
122.19
-
9334.24
Plain / Reinforced Cement concrete, in well foundation complete 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.
1559.33
-
7913.22
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.
274.17
-
8828.03
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-25 Case - I : using concrete mixer.
40.41
-
7564.78
Plain / Reinforced Cement concrete, in well foundation complete 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.
218.11
-
8908.62
Sinking of 6m 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
9
-
5272.08
Sinking of 6m 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
21
-
7574.99
Sinking of 6m 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)Beyond 10 m up to 20 m
30
-
10003.89
Sinking of 6m 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 IV) Beyond 20 m up to 30 m
5.43
-
18766.09
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
-
8000.62
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
-
10863.09
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)Beyond 10 m up to 20 m
20
-
14348.67
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 IV) Beyond 20 m up to 30 m
1.28
-
26911.99
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
1490.35
-
2167.85
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (Refer to quantity estimation)(TATA MAKE TMT REBAR)
127.46
-
73812.46
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications as per MORTH Section. 1500, 1700 , 2200 F) RCC Grade M 25 I) Height up to 5.0 m to 10 m Case-I : Using Concrete Mixer
121.01
-
8837.11
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
22.32
-
62966.4
Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specifications as per MORTH section 2000, 2200
322560
-
1.15
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specificationsincluding steel shuttering II. RCC grade M - 25 Case I : Using concrete mixer For T beam and slab, 2) Height 5.0m to 10.0 m
382
-
9058.44
Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
63.87
-
63922.07
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification of Clauses 800 and 1206.3 A) With Natural gravel
50.78
-
12715.41
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 as per drawing and technical specifications clause 800,900,1208.3
187.96
-
1956.74
Drainage Spouts complete as per drawing and technical specifications
38
-
7210.66
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 complience to the manufacture 's instruction for installation
37.5
-
6678.34
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
245.43
-
2439.66
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
122.71
-
2915.34
Boulder laid in wire crates. Providing and laying boulder Apron laid in wire crates made with 4 mm dia GI wire conforming to IS 280 & IS 4826 in 100 mm * 100 mm mesh weaved digonally including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each
304.08
-
3380.23
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 By Mechanical Means: Private land
12562.58
-
261.73
Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,tansporting 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 By Mechanical Means: Private Land
880.38
-
324.95
Construction of granular sub-base by providing well graded materials, 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. For Grading II Material
189
-
2630.15
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -II : By Manual means
94.5
-
4221.45
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -III : By Manual means
94.5
-
4234.96
Prime coat Low porosity.Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 Kg/sqm using mechnical means as per Technical Specification Clause 502
1260
-
31.67
Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1260
-
11.58
Providing, laying and rolling of 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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 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 508 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
208.61
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 510 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
83.99
Traffic Signs: Retro-reflectorised Traffic Signs. 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,1.5mm thick supported on a mild steel angle iron post 75mm x 75m x 6mm firmlyfixed to theground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 650mm x 600mm below ground level as per drawings and Technical specfication Clause 801:60 cm equilateral triangle
2
-
4225.61
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 duly welded with MS flat Iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600m, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
1
-
24354.72
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
78.75
-
780.88
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, as per BS:873 (Part 4) 1973
96
-
621.75
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with deta chablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
20
-
3630.87
RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,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.
80
-
599.28
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 withearth topping complete as per direction of the department.
120
-
13287.45
Package No.AS-01-362
-
-
-
Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by th department.)scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
100
-
1187.21
Labour for taking out old piles of the bidge and stacking them at suitable place as directed
60
-
1482.31
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. I) In Ordinary Soil B. Mechanical means ii) 3.00m to 6.00 m depth (without dewatering)
1302.45
-
163.44
Well Foundation Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1203.2 of MORTH specifications. B. Depth of water 4.0 m and height of islnd 4.5 m
3
-
782891.22
C. Providing and construction one span service road 10 m wide to reach island location to another pier location.
100
-
2239.36
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 .
5.76
-
116874.36
Plain / Reinforced Cement concrete, in well foundation complete 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.
122.19
-
9334.24
Plain / Reinforced Cement concrete, in well foundation complete 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.
1681.87
-
7913.22
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.
274.17
-
8828.03
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-25 Case - I : using concrete mixer.
40.41
-
7564.78
Plain / Reinforced Cement concrete, in well foundation complete 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.
222.63
-
8908.62
Sinking of 6m 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
9
-
5272.08
Sinking of 6m 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
21
-
7574.99
Sinking of 6m 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)Beyond 10 m up to 20 m
30
-
10003.89
Sinking of 6m 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 IV) Beyond 20 m up to 30 m
10.78
-
18766.09
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
-
8000.62
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
-
10863.09
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)Beyond 10 m up to 20 m
20
-
14348.67
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 IV) Beyond 20 m up to 30 m
3.69
-
26911.99
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
1611.76
-
2167.85
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (Refer to quantity estimation)(TATA MAKE TMT REBAR)
126.24
-
73812.46
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications as per MORTH Section. 1500, 1700 , 2200 F) RCC Grade M 25 I) Height up to 5.0 m to 10 m Case-I : Using Concrete Mixer
170.14
-
8837.11
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
27.96
-
62966.4
Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specifications as per MORTH section 2000, 2200
427680
-
1.15
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specificationsincluding steel shuttering II. RCC grade M - 25 Case I : Using concrete mixer For T beam and slab, 2) Height 5.0m to 10.0 m
458
-
9058.44
Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
73.88
-
63922.07
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification of Clauses 800 and 1206.3 A) With Natural gravel
57.53
-
12715.41
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 as per drawing and technical specifications clause 800,900,1208.3
219.36
-
1956.74
Drainage Spouts complete as per drawing and technical specifications
44
-
7210.66
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 complience to the manufacture 's instruction for installation
37.5
-
6678.34
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
240.48
-
2328.04
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
120.24
-
2803.72
Boulder laid in wire crates. Providing and laying boulder Apron laid in wire crates made with 4 mm dia GI wire conforming to IS 280 & IS 4826 in 100 mm * 100 mm mesh weaved digonally including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each
236.34
-
3268.62
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 By Mechanical Means: Private land
12562.58
-
261.73
Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,tansporting 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 By Mechanical Means: Private Land
880.38
-
324.95
Construction of granular sub-base by providing well graded materials, 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. For Grading II Material
189
-
2511.37
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -II : By Manual means
94.5
-
4083.79
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -III : By Manual means
94.5
-
4100.09
Prime coat Low porosity.Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 Kg/sqm using mechnical means as per Technical Specification Clause 502
1260
-
31.67
Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1260
-
11.58
Providing, laying and rolling of 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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 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 508 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
206.1
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 510 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
83.15
Traffic Signs: Retro-reflectorised Traffic Signs. 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,1.5mm thick supported on a mild steel angle iron post 75mm x 75m x 6mm firmlyfixed to theground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 650mm x 600mm below ground level as per drawings and Technical specfication Clause 801:60 cm equilateral triangle
2
-
4225.61
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 duly welded with MS flat Iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600m, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
1
-
24354.72
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
78.75
-
780.88
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, as per BS:873 (Part 4) 1973
96
-
621.75
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with deta chablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
20
-
3630.87
RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,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.
80
-
599.28
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 withearth topping complete as per direction of the department.
100
-
13287.45
Package No.AS-01-363
-
-
-
Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by th department.)scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
110
-
1187.21
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. I) In Ordinary Soil B. Mechanical means ii) 3.00m to 6.00 m depth (without dewatering)
1451.51
-
163.44
Well Foundation Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1203.2 of MORTH specifications. B. Depth of water 4.0 m and height of islnd 4.5 m
4
-
782891.22
C. Providing and construction one span service road 10 m wide to reach island location to another pier location.
115
-
2239.36
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 .
6.84
-
116874.36
Plain / Reinforced Cement concrete, in well foundation complete 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.
144.12
-
9334.24
Plain / Reinforced Cement concrete, in well foundation complete 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.
1996.19
-
7913.22
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.
322.53
-
8828.03
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-25 Case - I : using concrete mixer.
47.34
-
7564.78
Plain / Reinforced Cement concrete, in well foundation complete 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.
256.09
-
8908.62
Sinking of 6m 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
12
-
5272.08
Sinking of 6m 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
28
-
7574.99
Sinking of 6m 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)Beyond 10 m up to 20 m
40
-
10003.89
Sinking of 6m 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 IV) Beyond 20 m up to 30 m
12.52
-
18766.09
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
-
8000.62
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
-
10863.09
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)Beyond 10 m up to 20 m
20
-
14348.67
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 IV) Beyond 20 m up to 30 m
5.27
-
26911.99
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
1905.08
-
2167.85
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (Refer to quantity estimation)(TATA MAKE TMT REBAR)
147.54
-
73812.46
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications as per MORTH Section. 1500, 1700 , 2200 F) RCC Grade M 25 I) Height up to 5.0 m to 10 m Case-I : Using Concrete Mixer
189.65
-
8837.11
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
42.27
-
62966.4
Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specifications as per MORTH section 2000, 2200
403200
-
1.15
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specificationsincluding steel shuttering II. RCC grade M - 25 Case I : Using concrete mixer For T beam and slab, 2) Height 5.0m to 10.0 m
477.5
-
9058.44
Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
75.89
-
63922.07
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification of Clauses 800 and 1206.3 A) With Natural gravel
63.36
-
12715.41
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 as per drawing and technical specifications clause 800,900,1208.3
232.68
-
1956.74
Drainage Spouts complete as per drawing and technical specifications
48
-
7210.66
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 complience to the manufacture 's instruction for installation
45
-
6678.34
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
242.87
-
2509.12
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
121.43
-
2984.8
Boulder laid in wire crates. Providing and laying boulder Apron laid in wire crates made with 4 mm dia GI wire conforming to IS 280 & IS 4826 in 100 mm * 100 mm mesh weaved digonally including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each
238.37
-
3449.7
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 By Mechanical Means: Private land
14375.43
-
261.73
Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,tansporting 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 By Mechanical Means: Private Land
823.83
-
324.95
Construction of granular sub-base by providing well graded materials, 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. For Grading II Material
189
-
2704.07
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -II : By Manual means
94.5
-
4307.12
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -III : By Manual means
94.5
-
4318.89
Prime coat Low porosity.Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 Kg/sqm using mechnical means as per Technical Specification Clause 502
1260
-
31.67
Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1260
-
11.58
Providing, laying and rolling of 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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 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 508 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
210.18
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 510 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
84.51
Traffic Signs: Retro-reflectorised Traffic Signs. 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,1.5mm thick supported on a mild steel angle iron post 75mm x 75m x 6mm firmlyfixed to theground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 650mm x 600mm below ground level as per drawings and Technical specfication Clause 801:60 cm equilateral triangle
2
-
4225.61
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 duly welded with MS flat Iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600m, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
1
-
24354.72
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
78.75
-
780.88
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, as per BS:873 (Part 4) 1973
96
-
621.75
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with deta chablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
20
-
3630.87
RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,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.
80
-
599.28
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 withearth topping complete as per direction of the department.
120
-
13287.45
Package No.AS-01-364
-
-
-
Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by th department.)scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
80
-
1187.21
Labour for taking out old piles of the bidge and stacking them at suitable place as directed
24
-
1482.31
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. I) In Ordinary Soil B. Mechanical means ii) 3.00m to 6.00 m depth (without dewatering)
1468.52
-
163.44
Well Foundation Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1203.2 of MORTH specifications. B. Depth of water 4.0 m and height of islnd 4.5 m
3
-
782891.22
C. Providing and construction one span service road 10 m wide to reach island location to another pier location.
90
-
2239.36
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 .
5.76
-
116874.36
Plain / Reinforced Cement concrete, in well foundation complete 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.
122.19
-
9334.24
Plain / Reinforced Cement concrete, in well foundation complete 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.
1472.1
-
7913.22
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.
274.17
-
8828.03
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-25 Case - I : using concrete mixer.
40.41
-
7564.78
Plain / Reinforced Cement concrete, in well foundation complete 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.
229.47
-
8908.62
Sinking of 6m 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
9
-
5272.08
Sinking of 6m 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
21
-
7574.99
Sinking of 6m 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)Beyond 10 m up to 20 m
30
-
10003.89
Sinking of 6m 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 IV) Beyond 20 m up to 30 m
2.4
-
18766.09
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
-
8000.62
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
-
10863.09
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)Beyond 10 m up to 20 m
18.97
-
14348.67
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
1403.02
-
2167.85
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (Refer to quantity estimation)(TATA MAKE TMT REBAR)
117.48
-
73812.46
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications as per MORTH Section. 1500, 1700 , 2200 F) RCC Grade M 25 I) Height up to 5.0 m to 10 m Case-I : Using Concrete Mixer
258.82
-
8837.11
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
42.93
-
62966.4
Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specifications as per MORTH section 2000, 2200
322560
-
1.15
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specificationsincluding steel shuttering II. RCC grade M - 25 Case I : Using concrete mixer For T beam and slab, 2) Height 5.0m to 10.0 m
382
-
9058.44
Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
63.87
-
63922.07
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification of Clauses 800 and 1206.3 A) With Natural gravel
50.78
-
12715.41
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 as per drawing and technical specifications clause 800,900,1208.3
187.96
-
1956.74
Drainage Spouts complete as per drawing and technical specifications
38
-
7210.66
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 complience to the manufacture 's instruction for installation
37.5
-
6678.34
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
381.66
-
2399.96
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
190.83
-
2875.64
Boulder laid in wire crates. Providing and laying boulder Apron laid in wire crates made with 4 mm dia GI wire conforming to IS 280 & IS 4826 in 100 mm * 100 mm mesh weaved digonally including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each
330.59
-
3340.53
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 By Mechanical Means: Private land
12595.3
-
261.73
Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,tansporting 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 By Mechanical Means: Private Land
880.43
-
324.95
Construction of granular sub-base by providing well graded materials, 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. For Grading II Material
189
-
2587.9
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -II : By Manual means
94.5
-
4172.49
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -III : By Manual means
94.5
-
4186.99
Prime coat Low porosity.Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 Kg/sqm using mechnical means as per Technical Specification Clause 502
1260
-
31.67
Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1260
-
11.58
Providing, laying and rolling of 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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 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 508 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
207.72
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 510 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
83.69
Traffic Signs: Retro-reflectorised Traffic Signs. 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,1.5mm thick supported on a mild steel angle iron post 75mm x 75m x 6mm firmlyfixed to theground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 650mm x 600mm below ground level as per drawings and Technical specfication Clause 801:60 cm equilateral triangle
2
-
4225.61
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 duly welded with MS flat Iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600m, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
1
-
24354.72
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
78.75
-
780.88
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, as per BS:873 (Part 4) 1973
96
-
621.75
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with deta chablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
20
-
3630.87
RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,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.
80
-
599.28
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 withearth topping complete as per direction of the department.
120
-
13287.45
Package No.AS-01-365
-
-
-
Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by th department.)scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
90
-
1187.21
Labour for taking out old piles of the bidge and stacking them at suitable place as directed
60
-
1482.31
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. I) In Ordinary Soil B. Mechanical means ii) 3.00m to 6.00 m depth (without dewatering)
1697.38
-
163.44
Well Foundation Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1203.2 of MORTH specifications. B. Depth of water 4.0 m and height of islnd 4.5 m
3
-
782891.22
C. Providing and construction one span service road 10 m wide to reach island location to another pier location.
90
-
2239.36
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 .
5.76
-
116874.36
Plain / Reinforced Cement concrete, in well foundation complete 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.
122.19
-
9334.24
Plain / Reinforced Cement concrete, in well foundation complete 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.
1536.1
-
7913.22
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.
274.17
-
8828.03
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-25 Case - I : using concrete mixer.
40.41
-
7564.78
Plain / Reinforced Cement concrete, in well foundation complete 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.
226.63
-
8908.62
Sinking of 6m 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
9
-
5272.08
Sinking of 6m 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
21
-
7574.99
Sinking of 6m 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)Beyond 10 m up to 20 m
30
-
10003.89
Sinking of 6m 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 IV) Beyond 20 m up to 30 m
4.72
-
18766.09
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
-
8000.62
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
-
10863.09
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)Beyond 10 m up to 20 m
20
-
14348.67
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 IV) Beyond 20 m up to 30 m
0.59
-
26911.99
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
1466.98
-
2167.85
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (Refer to quantity estimation)(TATA MAKE TMT REBAR)
126.98
-
73812.46
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications as per MORTH Section. 1500, 1700 , 2200 F) RCC Grade M 25 I) Height up to 5.0 m to 10 m Case-I : Using Concrete Mixer
221.76
-
8837.11
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
34.95
-
62966.4
Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specifications as per MORTH section 2000, 2200
322560
-
1.15
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specificationsincluding steel shuttering II. RCC grade M - 25 Case I : Using concrete mixer For T beam and slab, 2) Height 5.0m to 10.0 m
382
-
9058.44
Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
59.52
-
63922.07
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification of Clauses 800 and 1206.3 A) With Natural gravel
50.78
-
12715.41
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 as per drawing and technical specifications clause 800,900,1208.3
187.96
-
1956.74
Drainage Spouts complete as per drawing and technical specifications
38
-
7210.66
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 complience to the manufacture 's instruction for installation
37.5
-
6678.34
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
302.36
-
2486.79
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
151.18
-
2962.46
Boulder laid in wire crates. Providing and laying boulder Apron laid in wire crates made with 4 mm dia GI wire conforming to IS 280 & IS 4826 in 100 mm * 100 mm mesh weaved digonally including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each
294.19
-
3427.36
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 By Mechanical Means: Private land
13905.25
-
261.73
Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,tansporting 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 By Mechanical Means: Private Land
878.93
-
324.95
Construction of granular sub-base by providing well graded materials, 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. For Grading II Material
189
-
2680.3
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -II : By Manual means
94.5
-
4279.57
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -III : By Manual means
94.5
-
4291.9
Prime coat Low porosity.Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 Kg/sqm using mechnical means as per Technical Specification Clause 502
1260
-
31.67
Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1260
-
11.58
Providing, laying and rolling of 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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 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 508 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
209.67
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 510 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
84.34
Traffic Signs: Retro-reflectorised Traffic Signs. 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,1.5mm thick supported on a mild steel angle iron post 75mm x 75m x 6mm firmlyfixed to theground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 650mm x 600mm below ground level as per drawings and Technical specfication Clause 801:60 cm equilateral triangle
2
-
4225.61
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 duly welded with MS flat Iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600m, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
1
-
24354.72
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
78.75
-
780.88
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, as per BS:873 (Part 4) 1973
96
-
621.75
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with deta chablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
20
-
3630.87
RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,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.
80
-
599.28
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 withearth topping complete as per direction of the department.
125
-
13287.45
Package No.AS-01-366
-
-
-
Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by th department.)scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
80
-
1187.21
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. I) In Ordinary Soil B. Mechanical means ii) 3.00m to 6.00 m depth (without dewatering)
1125.23
-
163.44
Well Foundation Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1203.2 of MORTH specifications. B. Depth of water 4.0 m and height of islnd 4.5 m
3
-
782891.22
C. Providing and construction one span service road 10 m wide to reach island location to another pier location.
90
-
2239.36
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 .
5.76
-
116874.36
Plain / Reinforced Cement concrete, in well foundation complete 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.
122.19
-
9334.24
Plain / Reinforced Cement concrete, in well foundation complete 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.
1526.2
-
7913.22
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.
274.17
-
8828.03
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-25 Case - I : using concrete mixer.
40.41
-
7564.78
Plain / Reinforced Cement concrete, in well foundation complete 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.
218.11
-
8908.62
Sinking of 6m 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
9
-
5272.08
Sinking of 6m 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
21
-
7574.99
Sinking of 6m 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)Beyond 10 m up to 20 m
30
-
10003.89
Sinking of 6m 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 IV) Beyond 20 m up to 30 m
4.42
-
18766.09
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
-
8000.62
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
-
10863.09
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)Beyond 10 m up to 20 m
20
-
14348.67
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 IV) Beyond 20 m up to 30 m
0.29
-
26911.99
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
1457.01
-
2167.85
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (Refer to quantity estimation)(TATA MAKE TMT REBAR)
119.25
-
73812.46
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications as per MORTH Section. 1500, 1700 , 2200 F) RCC Grade M 25 I) Height up to 5.0 m to 10 m Case-I : Using Concrete Mixer
121.01
-
8837.11
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
20.82
-
62966.4
Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specifications as per MORTH section 2000, 2200
322560
-
1.15
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specificationsincluding steel shuttering II. RCC grade M - 25 Case I : Using concrete mixer For T beam and slab, 2) Height 5.0m to 10.0 m
382
-
9058.44
Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
62.5
-
63922.07
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification of Clauses 800 and 1206.3 A) With Natural gravel
50.78
-
12715.41
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 as per drawing and technical specifications clause 800,900,1208.3
195.36
-
1956.74
Drainage Spouts complete as per drawing and technical specifications
38
-
7210.66
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 complience to the manufacture 's instruction for installation
37.5
-
6678.34
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
212.25
-
2660.44
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
106.13
-
3136.12
Boulder laid in wire crates. Providing and laying boulder Apron laid in wire crates made with 4 mm dia GI wire conforming to IS 280 & IS 4826 in 100 mm * 100 mm mesh weaved digonally including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each
313.98
-
3601.01
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 By Mechanical Means: Private land
14011.73
-
261.73
Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,tansporting 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 By Mechanical Means: Private Land
930.7
-
324.95
Construction of granular sub-base by providing well graded materials, 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. For Grading II Material
189
-
2865.1
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -II : By Manual means
94.5
-
4493.75
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -III : By Manual means
94.5
-
4501.74
Prime coat Low porosity.Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 Kg/sqm using mechnical means as per Technical Specification Clause 502
1260
-
31.67
Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1260
-
11.58
Providing, laying and rolling of 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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 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 508 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
213.58
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 510 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
85.65
Traffic Signs: Retro-reflectorised Traffic Signs. 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,1.5mm thick supported on a mild steel angle iron post 75mm x 75m x 6mm firmlyfixed to theground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 650mm x 600mm below ground level as per drawings and Technical specfication Clause 801:60 cm equilateral triangle
2
-
4225.61
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 duly welded with MS flat Iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600m, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
1
-
24354.72
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
78.75
-
780.88
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, as per BS:873 (Part 4) 1973
96
-
621.75
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with deta chablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
20
-
3630.87
RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,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.
80
-
599.28
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 withearth topping complete as per direction of the department.
100
-
13287.45
Package No.AS-01-368 (Br. No.2/1)
-
-
-
Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by th department.)scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
38
-
1187.21
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,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.) i. In Ordinary Soil Manual Means (Depth upto 3 m) (Without dewatering)
262.08
-
163.44
Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well. A.Assuming depth of water 1.0 m and height of island to be 1.25m.
1
-
42052.89
C. Providing and construction one span service road 10 m wide to reach island location to another pier location.
18
-
2239.36
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1000mm)
507.2
-
12534.94
Pile load test on single vertical pile in accordance with IS:2911(Part-IV)
a) Initial and routine load test
150
-
374.55
Providing and lying of PCC M15 levelling course 100mm thick below the pile cap as per drawing and technical specifications Cl.1100 & 1700 of MoRT&H
14.42
-
6827.03
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. B RCC Grade M25 (I) Using Concrete Mixer
196.22
-
8887.05
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (Refer to quantity estimation)(TATA MAKE TMT REBAR)
65.56
-
73812.46
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. Case – I : Using Concrete Mixer F. RCC M-25 Grade i. Height upto 5.0m
141.49
-
8837.11
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
16.66
-
62966.4
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.
161280
-
1.15
Furnishing and Placing Reinforced/Prestressed cement
concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. For RCC T Beam and Slab ii. RCC M-25 Grade Case I. usuing concrete mixture i. Height upto 5.0m
156
-
9058.44
Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
24.16
-
63922.07
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification of Clauses 800 and 1206.3 A) With Natural gravel
21.74
-
12715.41
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 as per drawing and technical specifications clause 800,900,1208.3
108.08
-
1956.74
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.)
25.35
-
1473.23
Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification .
25.35
-
342.77
Drainage Spouts complete as per drawing and technical specifications
16
-
7210.66
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
200.23
-
2625.71
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
100.11
-
3101.39
Boulder laid in wire crates. Providing and laying boulder Apron laid in wire crates made with 4 mm dia GI wire conforming to IS 280 & IS 4826 in 100 mm * 100 mm mesh weaved digonally including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each
214.15
-
3566.28
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 By Mechanical Means: Private land
12340
-
261.73
Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,tansporting 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 By Mechanical Means: Private Land
929.3
-
324.95
Construction of granular sub-base by providing well graded materials, 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. For Grading II Material
189
-
2828.14
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -II : By Manual means
94.5
-
4450.91
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -III : By Manual means
94.5
-
4459.77
Prime coat Low porosity.Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 Kg/sqm using mechnical means as per Technical Specification Clause 502
1260
-
31.67
Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1260
-
11.58
Providing, laying and rolling of 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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 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 508 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
212.8
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 510 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
85.39
Traffic Signs: Retro-reflectorised Traffic Signs. 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,1.5mm thick supported on a mild steel angle iron post 75mm x 75m x 6mm firmlyfixed to theground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 650mm x 600mm below ground level as per drawings and Technical specfication Clause 801:60 cm equilateral triangle
2
-
4225.61
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 duly welded with MS flat Iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600m, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
1
-
24354.72
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
78.75
-
780.88
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, as per BS:873 (Part 4) 1973
96
-
621.75
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with deta chablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
20
-
3630.87
RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,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.
80
-
599.28
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 withearth topping complete as per direction of the department.
45
-
13287.45
Package No.AS-01-368 (Br. No.6/1)
-
-
-
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. I) In Ordinary Soil B. Mechanical means ii) 3.00m to 6.00 m depth (without dewatering)
1034.75
-
163.44
Well Foundation Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1203.2 of MORTH specifications. B. Depth of water 4.0 m and height of islnd 4.5 m
1
-
782891.22
C. Providing and construction one span service road 10 m wide to reach island location to another pier location.
50
-
2239.36
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
-
116874.36
Plain / Reinforced Cement concrete, in well foundation complete 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.
78.74
-
9334.24
Plain / Reinforced Cement concrete, in well foundation complete 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.
1203.12
-
7913.22
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.
177.44
-
8828.03
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-25 Case - I : using concrete mixer.
26.56
-
7564.78
Plain / Reinforced Cement concrete, in well foundation complete 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.
153.57
-
8908.62
Sinking of 6m 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
-
5272.08
Sinking of 6m 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
-
7574.99
Sinking of 6m 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)Beyond 10 m up to 20 m
10
-
10003.89
Sinking of 6m 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 IV) Beyond 20 m up to 30 m
5.77
-
18766.09
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
-
8000.62
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
-
10863.09
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)Beyond 10 m up to 20 m
20
-
14348.67
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 IV) Beyond 20 m up to 30 m
9.65
-
26911.99
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
1183.04
-
2167.85
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (Refer to quantity estimation)(TATA MAKE TMT REBAR)
67.45
-
73812.46
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications as per MORTH Section. 1500, 1700 , 2200 F) RCC Grade M 25 I) Height up to 5.0 m to 10 m Case-I : Using Concrete Mixer
114.07
-
8837.11
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
9.09
-
62966.4
Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specifications as per MORTH section 2000, 2200
213840
-
1.15
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specificationsincluding steel shuttering II. RCC grade M - 25 Case I : Using concrete mixer For T beam and slab, 2) Height 5.0m to 10.0 m
229
-
9058.44
Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
30.05
-
63922.07
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification of Clauses 800 and 1206.3 A) With Natural gravel
29
-
12715.41
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 as per drawing and technical specifications clause 800,900,1208.3
110.52
-
1956.74
Drainage Spouts complete as per drawing and technical specifications
24
-
7210.66
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 complience to the manufacture 's instruction for installation
22.5
-
6678.34
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
265.79
-
2660.44
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
132.89
-
3136.12
Boulder laid in wire crates. Providing and laying boulder Apron laid in wire crates made with 4 mm dia GI wire conforming to IS 280 & IS 4826 in 100 mm * 100 mm mesh weaved digonally including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each
269.37
-
3601.01
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 By Mechanical Means: Private land
13629.45
-
261.73
Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,tansporting 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 By Mechanical Means: Private Land
869.75
-
324.95
Construction of granular sub-base by providing well graded materials, 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. For Grading II Material
189
-
2865.1
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -II : By Manual means
94.5
-
4493.75
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 three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -III : By Manual means
94.5
-
4501.74
Prime coat Low porosity.Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 Kg/sqm using mechnical means as per Technical Specification Clause 502
1260
-
31.67
Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1260
-
11.58
Providing, laying and rolling of 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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 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 508 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
213.58
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 510 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
85.65
Traffic Signs: Retro-reflectorised Traffic Signs. 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,1.5mm thick supported on a mild steel angle iron post 75mm x 75m x 6mm firmlyfixed to theground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 650mm x 600mm below ground level as per drawings and Technical specfication Clause 801:60 cm equilateral triangle
2
-
4225.61
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 duly welded with MS flat Iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600m, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
1
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24354.72
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
78.75
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780.88
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, as per BS:873 (Part 4) 1973
96
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621.75
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with deta chablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
20
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3630.87
RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,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.
80
-
599.28
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 withearth topping complete as per direction of the department.
55
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13287.45
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