Pradhan Mantri Gram Sadak Yojana Tender
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EMD
₹ 8,12,400Document Cost
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Description
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Contact
Tender Id
2018_CEASM_67509_83Bid 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/
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BOQ Items
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.
375
-
22.47
Construction of granular sub- base by providing well graded material , spreading in uniform layers by tractor with grading attachment 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 II Material
1551.98
-
1994.27
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 80-100kN 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. (A) By Manual means
704.45
-
3483.6
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 80-100kN in stages to proper grade and camber, applying and brooming,stone screening to fill - up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
(A) By Manual means
704.45
-
3512.06
Providing and applying primer coat with bitumen emulsion (CSS- -1) on prepared surface of granular base / WBM /WMM including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/ sqm using machanical means as per Technical Specification Clause 502
9937.5
-
31.67
Providing and applying tack coat with Bitumen emulsion (CRS- 1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical specification clause 503.
9937.5
-
9.76
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.
9937.5
-
195.15
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. A By Manual Means. i) Bitumen (S-90)
9937.5
-
79.51
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 Kilometre Stone (precast)
2
-
2402.11
Providing an d fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated 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 x 600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801. ii) 600 equilateral Triangle
32
-
4226.06
Providing an d fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated 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 x 600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801. iii) 600 Circular
9
-
5576.94
Providing an d fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated 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 x 600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801. iv) 600 x 600 Square
2
-
6395.84
Providing and fixing Logo of Typical PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawings. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 15mm 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 20nos. 75mm x 75mm of 12SWG sheet tubes post duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG 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 shade and colour . All sections of framed posts and steel tybe will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
1
-
24354.72
Rumble Strips
Provision of 15 nos.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint. Rumble Stripes (Premix Carpeting)
133
-
195.15
Rumble Strips
Provision of 15 nos.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint. b ) Painting
133
-
89.1
Reinforced cement concrete M15 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
156
-
687.13
Earthwork in excavation for structures as per drawing 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil. ii) 3 m to 6m depth
153.48
-
168.32
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) With Crushed Stone. II. P.C.C M-15
30.64
-
5772.16
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) With Crushed Stone. IV. RCC M-20
37.62
-
6933.6
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
3.2
-
53422.75
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 II) PCC Grade M 20 Nominal Mix 1:2:4
107.01
-
6910.22
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. III) RCC Grade M 20 i) Height upto 5 m
42.96
-
7333.24
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.65
-
53560.08
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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
16
-
133.59
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
IV. R.C.C grade M 25
a} Height upto 5 M
27.36
-
8506.59
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.27
-
54950.8
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
20.8
-
2720.6
Drainage spouts complete as per drawing and technical specifications Clause 1209
12
-
1862.42
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
4.2
-
14082.51
Reinforced Cement Concrete M 15 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 A) With Crushed Stone
5.13
-
5550.15
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 A) With Crushed Stone
12.6
-
11702.53
Filler Joint
Iv} Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
6
-
23.84
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Sandy material
80.32
-
1788.76
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
12
-
687.92
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 specifications Clause 1301
27
-
1531.68
Earthwork in excavation for structures as per drawing 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. Ordinary soilUpto 3 m depth
149.01
-
115.77
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I P.C.C. M-10
51.55
-
5920.84
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I P.C.C. M-15
20.64
-
5772.16
Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
291.94
-
7860.67
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
I. R.C.C grade M 25
21.17
-
8506.59
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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
158
-
133.59
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Sandy material
101.34
-
1453.25
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.71
-
63918.89
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
151.87
-
2039.6
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.
14.8
-
1663.91
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
447.25
-
1375.28
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 specifications Clause 1301
2.76
-
1531.68
Labour for dismanteling 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.)scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
47
-
1187.21
Labour for taking out old piles of the bidge and stacking them at suitable place as directed
100
-
1482.31
Earth work in execution for foundation of structures as per drawings & technical specification, including setting out, construction of sharing and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH clause No. 304I. In Ordinary Soil. A. Manual Means. (I)With Dewatering
(ii)3.00m to 6.00m depth
339.26
-
163.44
Providing and construction of Temporary island to accommodate pile rig and other accessories including casting of pile cap, all complete in depth of water up to 400cm
1
-
42052.89
Providing and Construction of one span service road to reach island location from one prier to another prier location
47
-
2239.36
Bored cast‐in‐situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth will all lifts upto 1000m. (Pile diameter 1000mm)
285
-
12534.94
Pile load test on single vertical pile in accordance with IS:2911(Part‐IV)
a) Initial and routine load test
540
-
374.55
Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap as per drawing and technical specification of MORTH Section
20.9
-
6827.03
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
(I) Using Concrete Mixer
235.87
-
9806.4
Supplying, fitting and placing un‐coated TMT bar reinforcement in foundation complete as per drawing and technical specifiaction as per
MORTH Section 1600
a) With TATA make TMT CRS (Fe500 grade) rebar
43.31
-
62827.93
Plain/Reinforced cement concrete, in Substructure compltete as drawing and Technical Specification as per MORTH Setion 1500, 1700, 2200 I I
Height 0.0 m to 5.0 m
N. Without Plasticizer
F. RCC M‐25 Grade
i. Height upto 5.0m
81.17
-
8556.77
Supplying, fitting and placing un‐coted TMT bar reinforcemennt in sub structure complete as per srawing and technical specification as per
MORTH Section 1600
a) With TATA make TMT CRS (Fe500 grade) rebar
11.2
-
63922.07
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part‐II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications
120120
-
1.15
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.
N. Without Plastisizer
ii. RCC M‐25 Grade
Case I.using concrete mixture
For T‐Beam and Slab
i. Height 5.0m to 10.0m
177.56
-
8709.99
Supplying, fitting and placing un‐coated TMT bar reinforcement in super structure complete as per drawing and technical specification as per MORTH Section 1600. a) With TATA make TMT CRS (Fe500 grade) rebar
38.92
-
62827.93
Providing and laying cement wearing coat M 30 grade including rteinforcement complete as per drawing and Technical Specifications of clause 800 and 1206.3A with natural aggerate
20.67
-
12715.41
Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center spacing between vertical post not to exceed 2000 mm as per drawing and technical specification clause 800,900,1208.3
84
-
1910.21
Burried joint ( Providing and laying a burried expansion joint, expansion gap being 200mm, 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
19.2
-
1473.23
Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification
19.2
-
342.77
Drainage spouts complete as per approved drawings and technical specifications (Refer to quantity estimation )
24
-
7210.66
Back filling behind Abutment , Wing Wall and return wall complete as per drawing and Technical specification
A. With Granular Material
128.54
-
2022.57
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.13
-
6296.98
Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification. a) With TATA make TMT CRS (Fe500 grade) rebar
10.26
-
12004.9
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. A. Stone/Boulder
121.12
-
1531.68
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications
60.56
-
2007.36
Providing and laying boulders on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and technical specification 15.1. A. Boulder laid dry without wire crates
157.15
-
2472.26
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