Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 10,41,100Document Cost
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Description
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Contact
Tender Id
2018_CEASM_65696_20Bid Award Id
ViewTender No
CE/PMGSY/78/2017-18/2Tender 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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Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
B. Well steining
V) RCC M- 25 grade
Case I : Using concrete mixer.
1356.38
-
8320.69
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Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
C. Bottom Plug
Concrete to be placed using tremie pipe.
ii) PCC grade M-25 Case - I : Using concrete mixer.
144
-
8828.03
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Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
E. Top plug
iii) PCC grade M-25
Case - I : using concrete mixer.
16.62
-
7564.78
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Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
F. Well Cap
ii) RCC M - 25 grade
Case - I : using concrete mixer.
118.1
-
8908.62
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Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
I) Depth below Bed level up to 3.0m
6
-
8000.62
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Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
II) Beyond 3.0 m upto 10.0 m
14
-
10863.09
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Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
III) Additional depth beyond 10 m up to 20 m
15.22
-
14348.67
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Sand Filling in Well complete as per drawing and per drawing technical specifications
1004.12
-
2167.85
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Reinforcement in Foundation: Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe500 in foundation complete as per drawing and technical specifications
TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
46.02
-
73812.46
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Supplying, fitting and placing uncoated mild steel reinforcement in foundation complete as per drawing and Technical Specifications
0.3
-
65978.69
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Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. F. RCC Grade M 25
(a) Height up to 5.0 m Case – I : Using Concrete Mixer
158.43
-
8556.77
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Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe-500 from primary producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc. in Sub-Structure complete as per drawing and technical specifications
TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
21.78
-
62966.4
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Supplying, fitting and placing conforming to IS: 1786(Fe-500) MS reinforcement complete in sub-structure as per drawing and technical specification
0.96
-
66237.47
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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.
470
-
578.85
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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.
470
-
670.79
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
337.13
-
1453.25
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Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6
152.57
-
110716.98
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
B. RCC M-25
For solid slab super-structure, Height upto 5m
94.92
-
8361.55
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Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe500 from primary producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/ RINL etc. in Super-Structure complete as per drawing and technical specifications
TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
13.66
-
63922.07
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Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification
137.4
-
4365.21
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
16.71
-
12715.41
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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).
12.1
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6678.34
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Drainage Spouts complete as per drawing and Technical specification
22
-
7210.66
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Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
With Crushed stone
13.95
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11702.53
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Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing
279.72
-
2472.26
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Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder
256.56
-
1531.68
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Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302
2128.6
-
2007.36
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Constrction of embankment with approved materials obtained from borrows pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slop and compacting to meet requirement of table 300.1 and 300.2 with lead upto 1000m as per Technic
2227.43
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261.73
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Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000
154.88
-
324.95
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Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
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.
(ii) For Grading II Material
112.5
-
2902.12
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WBM Grading 2
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 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
84.38
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4517.97
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WBM Grading 3
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 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
84.38
-
4554.18
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Primte Coat :
Low porosity
(i) 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
1125
-
31.67
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Tack Coat
(i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1125
-
9.76
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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 of either Type A or Type B or Type C as per Technical Specification Clause 508.
Case-I By Manual Means.
(iv)Crumb Rubber Modified Bitumen
1125
-
209.2
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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 A, Type B and Type C as per Technical Specification Clause 510
.By Manual Means.Case-I: Type A
(iv) (Crumb Rubber Modified Bitumen
1125
-
84.6
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