Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 13,99,900Document Cost
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Refer Documents
Description
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Contact
Tender Id
2018_CEASM_67509_1Bid 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
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BOQ Items
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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
1597.92
-
4741.08
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Providing of 1st layer of Bioenyme based soil stabilised layer to a required thickness as per manufacture design with a existing soil, by ripping open the existing road formation and treating it with TerraZyme in the ratio 1L for 12.6 cum soil spreading in uniform layer 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 incl all labour , equipments etc as per direction of the Engineer -in -charge of the work. The soil will have PI between 7 and 18% and clay % by hydrometry should be more than 15% and less than 40%.
2281.81
-
1534.52
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Providing of 2nd layer of Bioenyme based soil stabilised layer to a required thickness as per manufacture design with local soil material/gravel/murram, having CBR greater than 8% and treating it with Terrazyme in the ratio 1L for 15.0 cum soil with 25% 40mm crusher broken metal in design mix, spreading in uniform layer with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired densiality complete as per technical specification including all labour, materials like soil and metal, equipments etc. complete as per direction of the Engineer-in-charge of the work. The soil will have PI between 7 and 13% and clay % by hydrometry should be more than 15% and less than 30%.
2179.84
-
1576.52
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Applying of curing material TerraCure after the application of TerraZyme layer by mixing TerraCure with water in the ratio of 1:200 and then appyling the mixed solution @ 3 Litres for 1 sq.mt
22200.04
-
45.2
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Providing and applying primer coat with Bitumen emulsion (SS-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.
21305.55
-
31.63
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
21305.55
-
11.56
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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 Type B as per Technical Specification Clause 508. Case - I By Manual Means. (iii) Polymer Modified Bitumen
21305.55
-
219.19
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510. (A) By Manual Means (Type B). (iii) Polymer Modified Bitumen
21305.55
-
50.74
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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
192
-
912
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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 1.6 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
-
24354.72
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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
-
28873.41
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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. i) 5th Kilometer Stone (Precast)
1
-
4000.61
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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)
6
-
2402.07
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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) 200 m stoe (precast)
35
-
639.24
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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
12
-
3403.64
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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
14
-
1474.91
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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
10
-
2675.64
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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.
300.28
-
115.77
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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. With crushed stone
20.42
-
5920.83
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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
46.07
-
1553.87
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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
212.54
-
4721.77
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
279.06
-
137.53
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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
67.5
-
7809.34
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Construction of cold weather bamboo bridge over all width 3.70m and clear road way 3m with jungle wood post 20 to 25 cm dia 5 nos in each row and rows being 2m apart…….
37
-
14543.89
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Excavation for Structures (Earth work in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil B. Mechanical Means Upto 3 m depth(Without dewatering)
105.25
-
63.56
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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
304.02
-
13383.92
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Pile load test on single vertical pile in accordance with IS:2911(Part-IV). As per technical specification of MORTH section no 1100. a). Initial and Routine load test.
250
-
374.55
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Levelling course for Pile cap
7.37
-
6690.83
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH section no 1100, 1500 & 1700 A.RCC Grade M20 (i) Using Concrete Mixer
113.52
-
7912.09
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Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications of MORTH section no 1100, 1500 & 1700 b) With TATA make TMT rebar
57.1
-
88125.94
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Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork of MORTH section no 1500, 1700 & 2200 E) a)RCC Grade M30 I)Height upto 5m Case-I:Using concrete Mixer
70.36
-
9254.79
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Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications of MoRTH section no 1600, 2200 b)With TATA make TMT rebar
6.4
-
88243.98
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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.
489
-
831.96
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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.
489
-
718.46
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. B.RCC Grade M35 Case I : Using Concrete Mixer b)Height 5m to 10m
214
-
10606.58
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Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications 1600 of MORTH specification of roads and bridge works for superstructure works
22.99
-
86449.55
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
5.69
-
138782.13
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 2702 of MORTH specification of roads and bridge work.
18.16
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16654.99
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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.
80.56
-
2620.72
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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 standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
15
-
1018.1
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Drainage Spouts complete as per drawing and Technical specification clause 2705 of MORTH Specification of roads and bridge work for suoerstructure works
24
-
9778.03
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RCC approach slab including and from work complete as per drawing and technical specification clause 1500,1600,1700 & 2704 of MORTH Specification of roads and bridge works for superstructre work b) With TATA make TMT grade rebar
17.59
-
15505.24
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid in dry in front of toe of embankment complete as per drawing and Technical specification
121.22
-
1503.88
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
40.31
-
1989.66
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Providing and laying boulder apron on river bed for protevtion against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
276.65
-
3043.3
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