Pradhan Mantri Gram Sadak Yojana Tender
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EMD
₹ 11,96,400Document Cost
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Summary
Construction Of Road .
Description
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Contact
Tender Id
2019_CEASM_73070_1Bid Award Id
ViewTender No
AS01246Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
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RD4. Removing all types of Hume pipes and stacking within a lead of 1000 m including earthwork and dismantling of masonry works as per Technical specification Clause 202. (B) Above 600 mm to 900 mm dia Hume Pipe
15
-
232.22
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RD4. 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
21409.35
-
261.73
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RD4. 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
1147
-
324.95
... More
RD4. 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
1019.04
-
2956.61
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RD4. 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.
430.57
-
4602.21
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RD4. 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.
(i) Low Porosity
5742.24
-
31.67
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RD4. 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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5742.24
-
9.76
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RD4. 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
5742.24
-
210
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RD4. 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).
5742.24
-
94.22
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RD4. 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)
2
-
2402.11
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RD4. 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
vii) 90cm octagonal
1
-
9714.47
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RD4. 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) 60cm equilateral triangle
10
-
4226.06
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RD4. 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) 60cm circular
5
-
5576.94
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RD4. 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.
1
-
24354.72
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RD4. 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
-
28073.09
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RD4. Reinforced cement concrete M- 15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification Clause 1704
208
-
687.13
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RD4. Provision of Rumble stripes covered with premix carpet 15.2mm high and 250mm wide placed at 1m centre to centre at approved location to control speed, marked with white stripes of road marking paint.
56
-
74.23
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RD4. Supplying and dumping of Geo bags in loose (in slopes and dry bed without boat)
550
-
296.24
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RD4. Excavation for structures as per drawinbg and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing os sides and bottom
248.19
-
115.77
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RD4. Bedding for pipe
(i) Type A(Concrete cradle) Beddingwith M15 grade cement as per clause 1105 (i)
34.9
-
5772.16
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RD4. 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
11.53
-
5947.51
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RD4. Stone masonry work in cement mortar in foundation of head walls complete as per drawing and technical specifications Clauses 1109
58
-
4515.37
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RD4. Providing concrete for Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
A. With Crushed Stone
I. PCC Grade M10, Nominal mix 1:3:6
10.2
-
5947.51
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RD4. Providing concrete for Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
A. With Crushed Stone
III. PCC Grade M20, Nominal mix 1:2:4
28.56
-
6559.96
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RD4. Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. III. Random rubble masonry in 1:3 cement mortar
17.11
-
4297.45
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RD4. 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
22.5
-
16525.71
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RD4. Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
96.63
-
137.53
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RD4. Providing concrete for Plain/Reinforced cement concrete, in substructure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. A. With Crushed Stone
III. PCC Grade M20, Nominal mix 1:2:4.
26.39
-
6938.48
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RD4. Stone masonry work in cement mortar in SUB-STRUCTURE complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. III. Random rubble masonry in 1:3 cement mortar
13.82
-
6145.68
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RD4. 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 structure with slope of 1V:20H towards drawing force complete as per Clauses 614, 709, 1204.3.7
18
-
133.59
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RD4. Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8 (i) Granular materials
12.86
-
1453.25
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RD4. Providing and laying filter media with granular crushed aggregates as oer 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
11.4
-
2039.6
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RD4. Providing and laying Reinforced cement concrete in superstructure complete as per drawing and technical specification Clauses 800, 1205.4, 1205.5. A. With Crushed Stone. IV. RCC M-25, up to height of 5m
19.01
-
8506.59
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RD4. Supplying, fitting and placing TMT bar reinforcement (Fe-500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 & 1202
1.52
-
63918.89
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RD4. 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
175.41
-
324.95
... More
RD4. Labour for dismantling all members of the timber bridge (except piles) and stacking them at sutiable places as directed (all members will be under custody of the contractor till taken over by the department )
74
-
1575.38
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RD4. Labour for taking out old piles of the bridge and stacking them at suitable place as directed.
88
-
1966.96
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RD4. 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 (i) up to 3m depth
776.2
-
124.85
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RD4. Providing and construction of temporary island to accommodate pile rig and other assessories including casting of pile cap, all complete. (ii)Assuming depth of water 4.0m to 4.50m
2
-
42052.89
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RD4. Providing and construction of one span service road to reach island location from one pier location to another pier location
78
-
2239.36
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RD4. Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications
6.26
-
116874.36
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RD4. Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well Curb i. RCC M-25 Grade . Case I. Usuing Concrete Mixture
121.22
-
9334.24
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RD4. Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well steining i. RCC M-25 Grade . Case I. Usuing Concrete Mixture
1141.68
-
8556.77
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RD4. Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Bottom plugging i. RCC M-25 Grade . Case I. Usuing Concrete Mixture
266.29
-
8828.03
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RD4. Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Intermediate plugging i. RCC M-25 Grade . Case I. Usuing Concrete Mixture
22.62
-
8624.87
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RD4. Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Top plugging i. RCC M-25 Grade . Case I. Usuing Concrete Mixture
19.64
-
7564.78
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RD4. Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well cap i. RCC M-25 Grade . Case I. Usuing Concrete Mixture
200.44
-
8908.62
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RD4. Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil. i)Depth below Bed Level upto 3.0m
6
-
5272.08
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RD4. Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil ii) Beyond 3.0m upto 10.0m
14
-
7574.99
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RD4. Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil iii) Additional Depth beyond 10m to 20m
16.02
-
10003.89
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RD4. Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil. i)Depth below Bed Level upto 3.0m
6
-
8000.62
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RD4. Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil ii) Beyond 3.0m upto 10.0m
14
-
10863.09
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RD4. Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil iii) Additional Depth beyond 10m to 20m
17.44
-
14348.67
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RD4. Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207
1007.68
-
2167.85
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RD4. Supplying , fitting and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications as per MORTH SECTION 1600 with Tata make TMT CRS (Fe 500 grade) rebar
86.74
-
73812.46
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RD4. Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications as per MORTH section 1500, 1700, 2200 N without plasticizer F. RCC Grade M25 ii) Height above 5m up to 10m.
273.11
-
8837.11
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RD4. Supplying , fitting and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications as per MORTH SECTION 1600 with Tata make TMT CRS (Fe 500 grade) rebar
37.32
-
62966.4
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RD4. 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
226800
-
1.15
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RD4. Providing and laying Reinforced cement concrete in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 A with crushed stone. ii. RCC Grade M-25 Grade Case I Using concrete mixer (ii) For T-Beam and Slab. (ii) Height above 5m up to 10m.
382.25
-
9058.44
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RD4. Supplying , fitting and placing TMT bar reinforcement in super structure complete as per drawing and Technical Specifications as per MORTH section 1600 with Tata make TMT CRS (Fe 500 grade) rebar
67.25
-
63922.07
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RD4. 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.
42.45
-
12715.41
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RD4. 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
164.32
-
1956.74
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RD4. Providing and laying a burried expansion joint, covered with 12mm thick, 200mm wide galvanised weldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8mm dia. 100mm long galvanised nails spaced 300mm c/c along the center line of the plate, as per technical specification clauses 1207.2.3
25.35
-
1473.23
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RD4. Providing and fixing in position 20mm thick pre moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for horizontal movement up to 20 mm, covered with sealant complete as per drawing & Technical Specification
25.35
-
309.86
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RD4. Drainage spouts complete as per drawings and technical specification clause.
28
-
7210.66
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RD4. Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A. With granular material
429.66
-
2022.57
... More
RD4. P.C.C. M15 ordinary grade (1:2.5:5) levelling course below approach slab complate as per drawing and Technical Specifications
6.98
-
6296.98
... More
RD4. 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
-
12004.9
... More
RD4. Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I.Stone/Boulder
334.6
-
2573.61
... More
RD4. Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications
167.38
-
2007.36
... More
RD4. 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.
380.29
-
3514.53
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