Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 10,00,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of Road from Kantapur to Kurshapakhri
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_64713_24Bid Award Id
ViewTender No
CE/PMGSY/33/2017-18/17Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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
(i) Private Land
5548.91
-
155
... More
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
3864.69
-
209
... More
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.
(A) By Mix in Place Method
ii) For Grading II Material
2270.3
-
3084.9
... More
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. 3) Grading –III (A) By Manual Means.
1241.6
-
2994.84
... More
Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. i)Including Edge block/ Edge restraints
16049.29
-
954.6
... More
Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast)
4
-
2058
... More
Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting, etc as per drawing and Technical Specification Clause 1703 iii) 200 m stoe (precast)
21
-
546
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Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801 vi) 600mm x 600mm square
10
-
5862
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Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801 ii) 600mm equilateral triangle
23
-
3730
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Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801 iii) 600mm circular
12
-
5057
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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 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 75mm 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 coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1.
2
-
19714
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Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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
-
23372.19
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Maintenance Information Board Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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
-
23372.19
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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.
260.74
-
71
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
1.74
-
5286
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Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)
(i) Sand Filling
2.98
-
969
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II. In 1:4 cement mortar
14.3
-
3387
... More
Stone masonry work in cement mortar in sub structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II. In 1:4 cement mortar
10.16
-
3207
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
24.8
-
126.6
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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
7.5
-
6235
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Dismantling of existing structures like culverts , bridges, retaining wall and other structure comprising of masonry, cement concrete wood work, steel work including T & P and scaffolding wherewver necessary, soting the dismantled material disposal of an unservicable material and stacking the serviceble material with all lifts and lead of 1000 metre as per MORTH clause no. 202
iv) wood work wrought framed and fixed frame of trusses upto a height of 5m above plinth level
186.7
-
357
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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)
544
-
11694
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) a) Initial and routine load test
89.6
-
330
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH Section 1100, 1500 & 1700
B. RCC Grade M25 (Using Concrete Mixer )
227.04
-
7514
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Providing and laying of PCC M15 levelling course 100mm thick below the pile cap as per drawing and technical specification of MORTH Section 1100 & 1700
16.2
-
5776
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Supplying , fitting and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications clause 1000 & 1202
74.63
-
65489
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Providing and construction of temporary island to accommodate pile rig and other assessories including casting of pile cap, all complete in depth of water upto 400 cm (rate taken from item no 16.41) Iii)Assuming depth of water 3.0m to 4.0m
2
-
41153
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Providing and construction of one span service road to reach island location from one pier location to another pier location
43.5
-
2258
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Furnishing and placing reinforced/prestressed cement concrete in superstructure as per drawing and Technical Specifications Clauses 800,1205. B. RCC Grade M-25 Grade (using concrete mixer) (ii) For T-Beam and Slab (i) Height upto 5m.
191
-
9014
... More
Supplying, fitting and placing un-coated TMT bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1000 & 1202.
30.36
-
66360
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Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3. (B) With crushed stone
24.86
-
13233
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Construction of precast RCC railing of M30 Grade in cast in situ with 20mm 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 post not to exceed 2000mm as per approved drawing and technical specifications clauses 800,900 and 1208.3
51.19
-
2584
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Drainage spouts complete as per drawings and technical specification clause 1209.
25
-
1535
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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 sstandard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation)
22.5
-
13139
... More
P.C.C. M15 ordinary grade (1:2.5:5) levelling course below approach slab complate as per drawing and Technical Specifications clause 800 & 1211
5.92
-
5083
... More
Reinforced Cement Concrete approach slab M25 grade including reinforcement and formwork complate as per drawing and Technical Specifications clauses 800 & 1211.
A. with crushed stone
17.75
-
10840
... More
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications as per MRTH Section 1500, 1700, 2200
F. RCC Grade M25 (Using Concrete Mixer)
I) Height upto 5 m
91.23
-
6847
... More
Supplying , fitting and placing TMT bar reinforcement( Fe 415) in substructure complete as per drawing and Technical Specifications clause 1002, 1005, 1010 & 1202
7.58
-
65583
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification clause 1204.3.8
i. With granular material
185.14
-
815
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83(pt.II) section IX complete including all accessories as per drawing and Technical Specification clause 1207.1.
161280
-
1.4
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Providing weepholes in brick masonry/stone masonry, plain /reinforced concrete abutment, wing wall, return wall with 100mm 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
60
-
182
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Providing and laying pitching on slopes laid over prepared filter media for embankment as per drawing and technical specifications. Stone/Boulder.
100.3
-
2650.1
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Providing and l;aying filter material underneath pitching in slopes complete as per drawing and technical specifications
50.15
-
2915.04
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Boulder apron laid in (Providing and laying of boulder apron laid in made with in including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each)
169.12
-
2650.1
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