Pradhan Mantri Gram Sadak Yojana Tender
BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.
Costs
EMD
₹ 24,50,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CEASM_67509_86Bid Award Id
ViewTender No
No. CE/PMGSY/909/2017-18/7Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Road no1.Construction of Granular sub-base (A) By mix in Place Method,
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (II) For Grading Material (Gr - II )
2612.23
-
1663.91
Road no1.Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Using Stone Screening:
2) Grading-II (A) By manual Means
1197.27
-
3101.61
Road no1.Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Using Stone Screening. 3) Grading-III (A) By manual means
1197.27
-
3137.82
Road no1.Providing and applying primmer coat with bitumin emultion (SS-1) on prepared surcafe of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause 502.
18998.59
-
31.67
Road no1.Providing and applying tack coat with bitumin emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification clause 503.
18998.59
-
11.58
Road no1.Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical specification clause:508. Case-II. By Mechanical Means. (i) Bitumen (S-90)
16998.59
-
168.87
Road no1.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. B) By mechanical means. Case II Type-B. (i) Bitumen (S-90)
16998.59
-
54.06
Road no1.Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (i) 90 cm equilateral triangle
6
-
4840.78
Road no1.Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (iii) 60cm circular
8
-
4328.1
Road no1.Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(iv) 80cm x 60cm rectangular.
11
-
5835.38
Road no1.Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (i) 5th KM Stone
1
-
4274.98
Road no1.Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (ii)Ordinary Kilometer Stone (precast)
6
-
2590.64
Road no1.Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (iii) 200 m Stone (precast)
22
-
672.83
Road no1.Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2
132
-
6434.43
Road no1.Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1
2
-
24521.56
Road no1.Providing and laying speed breaker
4
-
3383.34
Road no1.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (ii) By Mechanical Means. (c) Reinforced Cement Concrete.
7.56
-
671.01
Road no1.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (ii) By Mechanical Means. (c) Reinforced Cement Concrete.
35.28
-
671.01
Road no1.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (ii) By Mechanical Means. (c) Reinforced Cement Concrete.
1.94
-
671.01
Road no1.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (ii) By Mechanical Means. (c) Reinforced Cement Concrete.
10.36
-
671.01
Road no1.Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A) Upto 600 mm dia Hume pipe
40
-
171.5
Road no1.Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia Hume pipe
5
-
232.22
Road no1.Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A)( B )Above 900 mm dia Hume pipe
10
-
397.48
Road no1.Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side. (I) Ordinary Soil. (A) Manual means. (b) With dewatering
653.15
-
115.77
Road no1.Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Levelling course below wall
67.45
-
6522.85
Road no1.Bedding for Pipe ii) Type B (First class bedding)
Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii). (ii) Granular material
11.13
-
1553.87
Road no1.Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B)1000 mm dia
22.5
-
7817.99
Road no1.Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203. Brick masonry in 1:4 cement mortar.
59.64
-
7448.32
Road no1.Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
94.55
-
1475.27
Road no1.Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A. With crushed stone. 1.P.C.C grade M 15. a.Nominal mix (1:2.5:5)
411.22
-
6434.43
Road no1.Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Coursed rubble masonry (1st sort). a.In 1:4 cement mortar
174.68
-
4871.76
Road no1.Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A. With crushed stone. i.R.C.C grade M 20
60.79
-
7776.68
Road no1.Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
119.25
-
2039.6
Road no1.Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
112
-
135.07
Road no1.Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
7.4
-
62528.29
Road no1.Earth work in excavation of foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I. ordinary soil. A. manual means. (a) without dewatering. (ii) 3m to 6m depth
445.08
-
168.32
Road no1.Providing and constructing temporary Island 12 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1200 of MORTH specifications.
1
-
51894.47
Road no1.Providing and constructing one span service road to reach island location from one pier location to another pier location
25
-
2762.59
Road no1.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 .
5.04
-
132796.14
Road no1.Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. A. Well Curb. I) RCC M - 25 grade. Case - I : Using concrete mixer.
91.36
-
11519.12
Road no1.Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. B. Well steining. III) RCC M- 20 grade. Case I : Using concrete mixer.
422.69
-
10558.91
Road no1.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.
307.15
-
9605.51
Road no1.Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. E. Top plug. III) PCC grade M-15. Case - I : using concrete mixer.
47.52
-
7770.21
Road no1.Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. F. Well Cap. I) RCC M - 25 grade. Case - I : using concrete mixer.
239.66
-
9957.36
Road no1.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
12
-
8932.45
Road no1.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
24.9
-
12406.69
Road no1.Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200. A. Sandy soil. III) Additional depth beyond 10 m up to 20 m
3.22
-
16387.13
Road no1.Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
681.69
-
1741.09
Road no1.Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification
42.34
-
62390.84
Road no1.Supplying, fitting and placing uncoated mild steel reinforcement in foundation complete as per drawing and Technical Specifications as per MORTH Section No. 1600
0.6
-
63480.55
Road no1.Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications. F. RCC Grade M 25. (p).Height up to 5.0 m. Case – I : Using Concrete Mixer
207.58
-
8864.35
Road no1.Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification
16.1
-
62528.29
Road no1.Supplying, fitting and placing uncoated mild steel reinforcement in Substructure complete as per drawing and Technical Specifications as per MORTH Section No. 1600
0.44
-
63618
Road no1.Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. RCC Grade M 35. Case - I : Using Concrete Mixer. II) T-beam & slab. (a) Height upto 5m.
114.5
-
11932.26
Road no1.Supplying, fitting and placing TMT bar reinforcement complete in superstructure complete as per drawing and technical specification
26.52
-
63918.89
Road no1.Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications
24.83
-
15691.38
Road no1.Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat space between vertical post for expansion, complete as per approved drawings and technical specifications.
103.19
-
2414.15
Road no1.Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
30
-
8241.24
Road no1.Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications.
157647.6
-
1.81
Road no1.Drainage spouts complete as per approved drawings and technical specifications.
22
-
1862.42
Road no1.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
469.29
-
1531.68
Road no1.Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
184.45
-
2007.36
Road no1.Providing and laying boulders on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification .
296.35
-
1531.68
Road no1. Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
50
-
17749.13
Road no 2. Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness as per Technical Specifications Clause 201.. (I) By Manual Means- (a) In area of non thormy jungle
3.08
-
48405.82
Road no 2.Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.. (a) Private land
3649.57
-
261.73
Road no 2.Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1. (a) Private land
5968.25
-
324.95
Road no 2.Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (II) For Grading Material (Gr - II )
3475.7
-
2439
Road no 2.Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.. Using Stone Screening. 2) Grading-II (A) By manual Means
1738.14
-
4102.28
Road no 2.Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.. Using Stone Screening. 3) Grading-III (A) By manual means
1738.14
-
4118.2
Road no 2.Providing and applying primmer coat with bitumin emultion (SS-1) on prepared surcafe of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause 502.
23237.5
-
31.67
Road no 2.Providing and applying tack coat with bitumin emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification clause 503.
23443.75
-
11.58
Road no 2.Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical specification clause. Case-II. By Mechanical Means. (i) Bitumen (S-90)
23443.75
-
168.98
Road no 2.Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause. B) By mechanical means. Case II. Type-B(i) Bitumen (S-90)
23443.75
-
54.09
Road no 2.Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (i) 90 cm equilateral triangle
8
-
4840.78
Road no 2.Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (iii) 60cm circular
8
-
4328.1
Road no 2.Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (iv) 80cm x 60cm rectangular.
8
-
5835.38
Road no 2.Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (ii)Ordinary Kilometer Stone (precast)
6
-
2402.11
Road no 2.Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (iii) 200 m Stone (precast)
24
-
639.23
Road no 2.Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1.
2
-
21457.9
Road no 2.Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B)Above 600mm to 900 mm dia Hume pipe
50
-
232.22
Road no 2.Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2
40
-
1248.5
Road no 2.Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
911.48
-
114.55
Road no 2.PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
81.02
-
5920.84
Road no 2.Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
368.59
-
5772.16
Road no 2.Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
138.4
-
4721.83
Road no 2.Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
84.27
-
6933.6
Road no 2.Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
11.48
-
14082.51
Road no 2.Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
110.99
-
2039.6
Road no 2.Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
112
-
133.59
Road no 2.Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
11.51
-
63618
Road no 2.Bedding for pipe (ii)Type B(First class bedding) Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii) (i)Grannular Material
68.07
-
1553.87
Road no 2.Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B.1000mm dia
70
-
7809.37
Road no 2.Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 A.Brick Masonry in 1:4 cement mortar
163.04
-
7337.09
Road no 2.Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification
261.14
-
137.53
Road no 2.Drainage spouts complete as per approved drawings and technical specifications.
12
-
1862.42
Road no 2.Construction of pre cast RCC railing of M-25 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat space between vertical post for expansion, complete as per approved drawings and technical specifications.
46.4
-
2720.6
Road no 2.Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
48.6
-
1531.68
Road no 2.Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. B.1000mm dia
10
-
16525.71
Road no 2.Labour for dismantling all members of the timber bridge (except piles) and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the Department.) scarfing and joining piles 25cm to 30cm dia dressed to heartwood 90cm. In length including supplying, fitting and fixing with 2 nos. of 50mm x 10 mm MS FI clamps and 16mm dia MS bolts and nuts etc. complete as directed.
15
-
1187.21
Road no 2.Earth work in excavation of foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I. ordinary soil. A. manual means. (a) without dewatering. (ii)upto 3m depth
98.02
-
115.77
Road no 2.Bored cast-in-situ M35 grade RCC 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). (N) Without Plasticiser
204.92
-
12534.94
Road no 2.Levelling course for pile cap
8.19
-
6827.03
Road no 2.Cement concrete for reiforced concrete in pile cap complete as per drwing and technical specification including steel shuttering form work. (N)Without plasticiser. A.RCC Grade M25. (i)Using Concrete Mixer
113.52
-
8887.05
Road no 2.Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications including steel shuttering form work. (N)Without plasticiser. B.RCC Grade M 25. Case-I Using Concrete Mixer. ii)For T-Beam and Slab. (a)Height upto 5m.
53
-
8709.99
Road no 2.Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (b) with TATA make TMT rebar
21.41
-
62827.93
Road no 2.Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. (N)Without plasticiser. E. RCC Grade M 25.(p).Height up to 5.0 m. Case – I : Using Concrete Mixer
57.76
-
8556.77
Road no 2.Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification
(Refer to quantity estimation)
4.53
-
62966.4
Road no 2.Supplying, fitting and placing TMT bar reinforcement complete in superstructure complete as per drawing and technical specification.
8.75
-
63922.07
Road no 2.Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
8.97
-
12715.41
Road no 2.Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat space between vertical post for expansion, complete as per approved drawings and technical specifications.
39.3
-
1910.21
Road no 2.Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
15
-
6678.34
Road no 2.Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications.
50727.6
-
1.15
Road no 2.Drainage spouts complete as per approved drawings and technical specifications.
8
-
7210.66
Road no 2.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.
60.21
-
2186.8
Road no 2.Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
24.12
-
2007.36
Road no 2.Boulder apron laid in wire crates(Providing and laying of boulderaprn laid in wire crates made with 4mm dia GI wire conforming to IS:4826 i 100mm x 100mm mesh (weaved diagonally)including 10% extra for laps and joints laid with stone boulders weighing not less than 40Kg each). Boulder laid dry without wire crates.
123.73
-
3127.38
Road no 2.Labour for dismantling all members of the timber bridge (except piles) and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the Department.) scarfing and joining piles 25cm to 30cm dia dressed to heartwood 90cm. In length including supplying, fitting and fixing with 2 nos. of 50mm x 10 mm MS FI clamps and 16mm dia MS bolts and nuts etc. complete as directed.
19
-
1187.21
Road no 2.Earth work in excavation of foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I. ordinary soil. A. manual means. (a) without dewatering. (ii)upto 3m depth
194.72
-
115.77
Road no 2.Bored cast-in-situ M35 grade RCC 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). (N) Without Plasticiser
210.06
-
12534.94
Road no 2.Levelling course for pile cap
8.19
-
6827.03
Road no 2.Cement concrete for reiforced concrete in pile cap complete as per drwing and technical specification including steel shuttering form work. (N)Without plasticiser. A.RCC Grade M25. (i)Using Concrete Mixer
113.52
-
8887.05
Road no 2.Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (b) with TATA make TMT rebar.
34.8
-
62827.93
Road no 2.Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. (N)Without plasticiser. E. RCC Grade M 25. (p).Height up to 5.0 m. Case – I : Using Concrete Mixer
75.96
-
8556.77
Road no 2.Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification.
8.09
-
62966.4
Road no 2.Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. RCC Grade M 35. Case - I : Using Concrete Mixer. II) T-beam & slab. (a) Height upto 5m.
95.5
-
8709.99
Road no 2.Supplying, fitting and placing TMT bar reinforcement complete in superstructure complete as per drawing and technical specification.
14.88
-
63922.07
Road no 2.Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
13.05
-
12715.41
Road no 2.Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat space between vertical post for expansion, complete as per approved drawings and technical specifications.
53.8
-
1910.21
Road no 2.Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
15
-
6678.34
Road no 2.Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications.
80640
-
1.15
Road no 2.Drainage spouts complete as per approved drawings and technical specifications.
12
-
7210.66
Road no 2.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 pecifications. A. Stone/Boulder.
90.21
-
2186.8
Road no 2.Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
54.12
-
2007.36
Road no 2.Boulder apron laid in wire crates(Providing and laying of boulderaprn laid in wire crates made with 4mm dia GI wire conforming to IS:4826 i 100mm x 100mm mesh (weaved diagonally)including 10% extra for laps and joints laid with stone boulders weighing not less than 40Kg each) .
184.44
-
3127.38
Road no 2.Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
8292.09
-
261.05
Road no 2.Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
5.63
-
2439
Road no 2.Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
29
-
13287.45
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements