Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 9,30,000Document Cost
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Refer Documents
Description
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Contact
Tender Id
2018_CEASM_62405_28Bid Award Id
ViewTender No
CE/PMGSY/33/2017-18/15/Lot-3Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Construction of embankment with appraoved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compaacted to meet the requirement of tables 300. nd 300.2 as per technical Specifiction caluse 301.5
5.71
-
59
... More
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 and lead upto 50 m as per Technical specification Clause 302.3
5.71
-
79
... 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
7784.85
-
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
3095.47
-
2073.13
... 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 405.2) Grading -II (A) By Manual Means
1431.98
-
3127.78
... 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.
1431.98
-
3125.33
... More
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
(i) Low Porosity
19457.82
-
41
... More
Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 502.
19457.82
-
13
... More
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 508.2 OGPC (Cold mix)
19120.14
-
146.2
... More
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 - II : Type B. Bitumen (S-90)
19120.14
-
55.84
... More
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: 8 and fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
ii) Ordinary Kilometer Stone (Precast)
5
-
1912
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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 801vi) 600x600mm square
2
-
5845
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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 801ii) 60cm equilateral triangle
32
-
3815
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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 801iii) 60cm circular
32
-
5085
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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 1701 and Annexure 1701.1.
2
-
19452
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Provision of speed breakers.
18
-
4302
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Earthwork in excavation for foundation of structures 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.
445.21
-
71
... More
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
25.88
-
6193.93
... More
Bedding for pipe (ii) Type B(First Class)bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) Granular Material
23.72
-
1962.13
... 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
159.45
-
4165.2
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
2214
-
126.6
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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 Clause 1106.
(B) 1000 mm dia
45
-
6235
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 A. With Crshed Stone III. RCC Grade M20 for Height upto 5m
45.44
-
7798.38
... More
Supplying, fitting and placing TMT bar reinforcement (Fe-500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 & 1202
3.99
-
65583
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. With stone/Boulder
27.79
-
1944.2
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.
34.52
-
2110.2
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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 specification clause 1301
35.54
-
1944.2
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crused stone II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
48.1
-
6449.23
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III.P.C.C. grade M20
165.6
-
7159.38
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 V. R.C.C. grade M 25
42.3
-
7982.38
... More
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
93.6
-
1331
... More
Supplying, fitting and placing TMT bar reinforcement (Fe-415) in superstructure complete as per drawings and technical specifications Clauses 1002, 1005, 1010 & 1202 1.For Hit Up to 5m III. R.C.C. grade M 20
2.81
-
65583
... More
Providing and filling joint sealing compound as per drawings and echnical specifications with coarse sand and 6 per cent bituman by weight.
1.32
-
13
... More
Contruction 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
34
-
2584
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, Wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V:20H towards drawing foce. Complete as per drawing and Technical specification.
36
-
191
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirement laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
14.63
-
2110.2
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Backfilling behind abutment, wing wall and return wall complete as per drawings & tehnical specification Clause 1204.3.8 I. Granular material
18
-
815
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
119.4
-
4662.69
... 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
54.72
-
2166.23
... 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.ii) Grading II Material (A) By manual means
25.29
-
3235.67
... 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.ii) Grading III Material (A) By manual means
25.29
-
3231.03
... More
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 (I) S- 90 Bitumen
337.68
-
148.17
... More
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 Mechanical means. Case -III : Type C. Bitumen (S-90)
337.68
-
56.49
... More
Earth work in excavation for foundation of structures as per drawings and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. I.Ordinary soil ( ii) 3.00m to 6.00m depth
464.09
-
113
... More
Providing and construction of one span service road to reach island location from one pier location to another pier location
15
-
2258
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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-1200mm)
256
-
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
210
-
330
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap as per drawing and technical specification of MORTH Section
19.02
-
5776
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH Section 1100 & 1500 including steel shuttering formwork. B.RCC Grade M25 (i)Using concrete mixer
161.74
-
7514
... More
Supplying , fitting and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications clause 1000 & 1202.
39.82
-
64421
... More
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications Clauses 802,804,805,806,807,1202 and 1204. A.With crushed stone IV) RCC Grade M25 (i)for height upto 5m.
126.3
-
7982
... More
Supplying , fitting and placing TMT bar reinforcement in substructure complete as per drawing and Technical Specifications clause 1000 & 1202.
14.83
-
64525
... More
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.
109200
-
1.15
... More
Furnishing and placing reinforced / prestressed cement concrete in superstructure as per drawing and Technical Specifications at clause 800,1205 and 1205. A with crushed Stone.
122.4
-
9014
... More
Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002,1010 & 1202.
21.19
-
63173
... More
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3. (A) With natural aggregate.
17.62
-
14383
... More
Construction of precast RCC railing of M30 Grade aggregate size not exceeding 12mm, 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 leaving adequate space between vertical post foe expansion complete as per approved drawing and technical specifications
76.04
-
2255
... More
Burried joint ( Providing and laying a burried expansion joint, expansion gap being 2mm, covered with 12 mm thick, 200mm wide galvanised wieldable stuctural steel plate as per IS:2062, placed symmetrical to centre line of the join resting freely over the
25.35
-
1492
... More
Providing and fixing in position 20mm thick pre moulded joint for fixed ends of simply supported spans not exceeding 10 m to cater for the horizontal movement up to 20 mm, covered with sealant complete as per drawing & Technical Specification
25.35
-
312
... More
Drainage spouts complete as per drawings and technical specification clause.
12
-
8515
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A. With granular material
189.88
-
1126
... More
P.C.C. M15 ordinary grade (1:2.5:5) levelling course below approach slab complate as per drawing and Technical Specifications
6.98
-
5893
... More
Reinforced Cement Concrete approach slab including reinforcement and formwork complate as per drawing and Technical Specifications with other ISI marked TMT grade rebar
13.95
-
12897
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I.Stone/Boulder
193.52
-
1166
... More
Providing and l;aying filter material underneath pitching in slopes complete as per drawing and technical specifications
96.76
-
1455
... More
Boulder apron laid in wire crates (Providing and laying boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS:280 & IS 4826 in 100 mm x 100 mm mesh (Weaved diagonally) including 10% extra for laps and joints.
217.85
-
2092
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