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.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Oct 2018
Closing Date8 Oct 2018
Tender Amount₹ 11,17,36,000
Costs
EMD
₹ 22,34,700Document 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_69448_54Bid Award Id
ViewTender No
CE/PMGSY/909/2017-18/20 Lot-2Tender 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
BOQ Items
... More
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Private Land
21583.06
-
261.73
... More
Earthwork in Hill Road
Excavation in Hilly Areas in Soil by manual means.
Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 (Manual means should be use where machines can not be deployed due to site condition)
6362.12
-
165.26
... More
Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land
3725.38
-
324.95
... More
Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
Manual Means
4410.22
-
66.06
... More
Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material
2797.13
-
2404.93
... More
WBM Grading 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
(B) By Mechanical Means
1295.85
-
3397.91
... More
WBM Grading 3
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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(B) By Mechanical Means
1294.97
-
3474.97
... More
Prime Coat :
Low porosity
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
17266.23
-
31.67
... More
Tack Coat
Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
17266.23
-
11.58
... More
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 - I By Manual Means
(iv) Crumb Rubber Modified Bitumen
17266.23
-
197.79
... More
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
By Manual Means
Case - I : Type A
(iv) Crumb Rubber Modified Bitumen
17266.23
-
80.49
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m 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 to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 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
... More
Providing and Fixing Title information Board of PMGSY Project (RCC)
Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.
1
-
17917.93
... More
Providing and Fixing Title information Board of PMGSY Project (RCC)
Providing and fixing of typical PMGSY Maintenance information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.
1
-
21125.27
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
(ii) Ordinary Kilometer stone (precast)
5
-
2402.11
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
(iii) 200m Stone (precast)
18
-
639.23
... More
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, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701
(ii) 60 cm equilateral triangle
8
-
4301.08
... More
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, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701
(vi) 600mm x 600mm square
6
-
6470.86
... More
Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
26
-
624.82
... More
Rumble Strips
Provision of 15 n0s.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint.
The rate per sqm of premix carpet and road marking may be adopted from Chapters 5&10 respectively for the quantities calculated from approved drawings.
4.2
-
365.79
... More
Excavation for Structures
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
463.76
-
115.77
... More
Plain cement Concrete M10 (1:3:6 Nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
39.71
-
5920.84
... More
Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105
39.49
-
1281.42
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding (B) 1000 mm dia
82.5
-
7818.45
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
177.32
-
6090.18
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
137.72
-
6781.63
... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
40.48
-
2516.07
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Random rubble masonry In cement mortar (1:3)
5.5
-
6145.68
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Coursed rubble masonry (1st sort)
16.72
-
5536.53
... More
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
38.28
-
1602.39
... More
Earth work in excavation for 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 as per MORTH clause No.304.
i). In Ordinary Soil
i. Depth upto 3.00m
545.19
-
124.85
... More
Earth work in excavation for 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 as per MORTH clause No.304.
i). In Ordinary Soil
ii. 3.00m to 6.00m depth
626.94
-
163.44
... More
Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.
3
-
42052.89
... More
Providing and constructing one span service road to reach island location from one pier location to another pier location
125
-
2239.36
... More
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 technical specifications .
5.76
-
116874.36
... More
Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
A. Well Curb ii) RCC M - 25 grade Case - I : Using concrete mixer.
107.62
-
9334.24
... More
Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
B. Well steining V) RCC M- 25 grade Case I : Using concrete mixer.
1672.98
-
8320.69
... More
Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
C. Bottom Plug
Concrete to be placed using tremie pipe.
ii) PCC grade M-25 Case - I : Using concrete mixer.
205.3
-
8828.03
... More
Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
E. Top plug iii) PCC grade M-25 Case - I : using concrete mixer.
36.94
-
7564.78
... More
Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
F. Well Cap ii) RCC M - 25 grade Case - I : using concrete mixer.
225.94
-
8908.62
... More
Sinking of 6 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
I) Depth below Bed level up to 3.0m
9
-
5272.08
... More
Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
(ii) Beyond 3m upto 10m depth
21
-
7574.99
... More
Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
(iii) Beyond 10m upto 20m
30
-
10003.89
... More
Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
(iv) Beyond 20 m up to 30 m
8.48
-
22519.54
... More
Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
(i) Upto 3m depth
6
-
8000.62
... More
Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
(ii) Beyond 3m upto 10m depth
14
-
10863.09
... More
Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
(iii) Beyond 10m upto 20m
20
-
14348.67
... More
Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
(iv) Beyond 20 m up to 30 m
1.93
-
32295.29
... More
Sand Filling in Well complete as per drawing and per drawing technical specifications
1412.19
-
2167.85
... More
Reinforcement in Foundation: Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe500 in foundation complete as per drawing and technical specifications
TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
140.57
-
73812.46
... More
Supplying, fitting and placing uncoated mild steel reinforcement in foundation complete as per drawing and Technical Specifications
0.3
-
65978.69
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
294.3
-
12534.94
... More
Pile load test on single vertical pile in accordance with IS:2911(Part-IV). Initial and Routine load test.
217.5
-
374.55
... More
Levelling course for Pile cap
11.42
-
6827.03
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.
B RCC Grade M25
(I) Using Concrete Mixer
162.24
-
8887.05
... More
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. F. RCC Grade M 25
(a) Height up to 5.0 m Case – I : Using Concrete Mixer
399.5
-
8556.77
... More
Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe-500 from primary producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc. in Sub-Structure complete as per drawing and technical specifications
TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
51.61
-
62966.4
... More
Supplying, fitting and placing conforming to IS: 1786(Fe-500) MS reinforcement complete in sub-structure as per drawing and technical specification
1.28
-
66237.47
... More
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
1956
-
578.85
... More
Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
1956
-
670.79
... More
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.
86400
-
1.15
... More
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications including steel shuttering formwork. D. RCC / PSC Grade M 35, Case - I : Using Concrete Mixer ii) T-beam & slab (a) Height upto 5m
856
-
8837.11
... More
Reinforcement in Foundation: Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe500 from primary producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/ RINL etc. in Super-Structure complete as per drawing and technical specifications
TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
127.58
-
63922.07
... More
High tensile steel wires/ strands including all acessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications.
22.74
-
247579.82
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
271.56
-
1956.74
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
83.56
-
12715.41
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
53.75
-
6678.34
... More
Drainage Spouts complete as per drawing and Technical specification
64
-
7210.66
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
With Crushed stone
34.51
-
11702.53
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
B. RCC M-25
a. Height upto 5.0m
95.5
-
8709.99
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
58.8
-
1956.74
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
270.63
-
1453.25
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
With crushed stone
Nominal mix (1:2.5:5)
5.92
-
5550.15
... More
Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing
220.52
-
2472.26
... More
Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder
90.2
-
1531.68
... More
Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302
45.1
-
2007.36
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements