Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date28 Mar 2019
Closing Date29 Apr 2019
Tender Amount₹ 1,47,70,849
Costs
EMD
₹ 2,95,417Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_77469_1Bid Award Id
ViewTender No
2018-19(III)-MG/01/03/29Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Ii. Ordinary rock not requiring Blasting
i) Upto 3m depth
190.2
-
359.52
Providing and laying of PCC M15 levelling course 100mm thick in open foundation
-
-
-
II. PCC Grade M-15 (Levelling Course)
11.82
-
8261.43
Plain/Reinforced concrete in Open Foundation as per drawing and specification
-
-
-
RCC M25
120.59
-
11171.08
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
15.44
-
81564.7
SUBSTRUCTURE
-
-
-
Plain/Reiforec concrete in Substructure complete as per Drawing and specification
RCC M-25
i)Using Concrete Mixer
92.24
-
10750.33
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.3
-
81689.7
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
2048
-
291.14
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
34
-
494.58
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
1) Sandy materials
83.79
-
1978.25
Ii) Granular Material
83.79
-
2452.76
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
68.62
-
2979.36
SUPERSTRUCTURE
-
-
-
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
II. RCC M-25
168.73
-
11375.33
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
32.33
-
82923.5
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
14.54
-
17891.18
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
105.36
-
4131.99
Drainage Spouts complete as per drawing and technical specifications Clause 1209
18
-
1456.28
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
4.07
-
8076.87
Reinforced Cement Concrete M-25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
8.51
-
15441.53
Providing Laying Buried Expansion joint covered with 12 mm thick ,200 mm wide galvanised weildable structural steel mplate as per IS 2062 placed symmetrical to the cener line of the joint weilding of 8 mm dia 100mm long galvanised nails spaced 1at 300 mm c/c along trhe cL of the plate as per technical specification cl 1207.2.3
15.45
-
2426.28
Filler Joint
-
-
-
Providing and fixing 2 mm thick corrugated copper plate in expansion joint as per drawing and technical specifications Clause 1207.2.2
5.15
-
4712.28
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
5.15
-
365.28
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixedends of simply supported spans,covered with sealant complete as per drawing and technical specification.
5.15
-
80.28
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
5.15
-
46.28
White Washing of Parapet Walls
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scapping, etc. as pre technical specification Clause 1915
115.9
-
20
PROTECTION WORK
-
-
-
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
257.68
-
551
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
124.66
-
2598
BRIDGE APPROACH
-
-
-
Clearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness as per Technical Specifications Clause 201.
(I) By Manual Means- (a) In area of non thormy jungle
0.09
-
51551.36
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
2617.7
-
376.32
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
99.85
-
204.58
Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
234.6
-
19.04
Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1. (a) Private land
110.82
-
358.4
Compacting Original Ground
(ii) Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
221.4
-
81.76
(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 )
50.74
-
2495.6
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 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
27.68
-
3643.94
3) Grading-III (A) By manual means
27.68
-
3772.92
Prime-Coat ( I) Low porosity Providing and applying primmer coat with bitumin emultion (SS-1) on prepared surcafe of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause 502.
369
-
51.62
Tack-coat (III) Providing and applying tack coat with bitumin emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification clause 503.
369
-
16.44
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical specification clause.
Case-II By Mechanical Means
(i) Bitumen (S-90)
369
-
229.15
Seal-Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause
B) By mechanical means.
Case II Type-B
(i) Bitumen (S-90)
369
-
90.51
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(i) 60 cm equilateral triangle
6
-
3244.24
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 1.6 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
2
-
36945.95
Construction of Retaining wall at immediate Bridge Approach
9.6
-
56279
Additional Cost Utility Shifting ( Electric Pole)
5
-
20000
Maintenance
-
-
-
1st Year
1
-
34816.31
2nd Year
1
-
52224.47
3rd Year
1
-
69632.63
4th Year
1
-
87040.78
5th Year
1
-
104448.94
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