Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date
15 May 2020Closing Date
11 Jun 2020Tender Amount
₹ 2,84,27,850Costs
EMD
₹ 5,76,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Karur District Pmgsy Iii 2019-20 Batch I Upgradation And 5 Year Maintenance Of The 1road In Thanthoni Block Package No. Tn 07- 108
Description
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Contact
Tender Id
2020_RDTN_92611_1Bid Award Id
ViewTender No
TN07108Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
Km 0/0-1/0
1385.2
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-
Km 1/0-2/0
1468.86
-
-
Km 2/0-3/0
1181.75
-
-
Km 3/0-4/0
1394.58
-
-
Km 4/0-5/0
605.59
-
-
Km 5/0-5/5
290.01
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-
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
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-
Km 0/0-1/0
560.87
-
-
Km 1/0-2/0
557.61
-
-
Km 2/0-3/0
557.61
-
-
Km 3/0-4/0
559.24
-
-
Km 4/0-5/0
559.24
-
-
Km 5/0-5/5
279.62
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-
Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401 Grading III (GSB)
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Km 0/0-2/0
109.25
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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 2 as per Technical Specification Clause 405. (WBM Grading II)
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Km 0/0-2/0
61.22
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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. [3(A)] (WBM Grading III)
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Km 0/0-2/0
61.22
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Providing, laying and spreading soil on a prepared sub-base, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired 7 days unconfined compressive strength of 2.76 Mpa and to form a layer of base as per Technical Specification Clause 404.
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-
Km 0/0-1/0
330
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-
Km 1/0-2/0
408.91
-
-
Km 2/0-3/0
408.91
-
-
Km 3/0-4/0
412.28
-
-
Km 4/0-5/0
411.25
-
-
Km 5/0-5/5
212.48
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-
Providing, laying and spreading soil on a prepared sub-base, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired 7 days unconfined compressive strength of 2.76 Mpa and to form a layer of base as per Technical Specification Clause 404.
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-
Km 0/0-1/0
300
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-
Km 1/0-2/0
371.74
-
-
Km 2/0-3/0
371.74
-
-
Km 3/0-4/0
374.8
-
-
Km 4/0-5/0
373.86
-
-
Km 5/0-5/5
193.16
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-
Providing and applying Prime 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
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Km 0/0-1/0
3816.37
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-
Km 1/0-2/0
3717.37
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-
Km 2/0-3/0
3717.37
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-
Km 3/0-4/0
3748
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-
Km 4/0-5/0
3738.6
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-
Km 5/0-5/5
1931.62
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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 & cleaned with Hydraulic broom as per Technical Specification Clause 503. (ii)
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Km 0/0-1/0
3827.25
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Km 1/0-2/0
3750
-
-
Km 2/0-3/0
3750
-
-
Km 3/0-4/0
3769.75
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-
Km 4/0-5/0
3760.35
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-
Km 5/0-5/5
1942.5
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-
Providing, laying and rolling of Open-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
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Km 0/0-1/0
3827.25
-
-
Km 1/0-2/0
3750
-
-
Km 2/0-3/0
3750
-
-
Km 3/0-4/0
3769.75
-
-
Km 4/0-5/0
3760.35
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-
Km 5/0-5/5
1942.5
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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. (ii) Bitumen (S-65)
-
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-
Km 0/0-1/0
3827.25
-
-
Km 1/0-2/0
3750
-
-
Km 2/0-3/0
3750
-
-
Km 3/0-4/0
3769.75
-
-
Km 4/0-5/0
3760.35
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-
Km 5/0-5/5
1942.5
-
-
Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
-
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-
Km 0/0-1/0
1.69
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-
Km 3/0-4/0
0.56
-
-
Km 4/0-5/0
0.56
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-
Construction of RCC 1.50m Span Slab Culvert 12Nos. @ Ch:165,1170,1190,1510,2165,405,2925,3300,3470,4030,4690,5410 in KVD -Jallypatty road to Karur Esanatham road via Ammapatty Km 0/0-5/500
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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1.5 Culvert @ Ch 165
89.27
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1.5 Culvert @ Ch 1170,1190,1510
267.81
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-
1.5 Culvert @ Ch 2165,2405,2925
267.81
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-
1.5 Culvert @ Ch 3300,3470
178.54
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-
1.5 Culvert @ Ch4030,4690
178.54
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-
1.5 Culvert @ Ch 5410
89.27
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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1.5 Culvert @ Ch 165
7.87
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-
1.5 Culvert @ Ch 1170,1190,1510
23.61
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-
1.5 Culvert @ Ch 2165,2405,2925
23.61
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-
1.5 Culvert @ Ch 3300,3470
15.74
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-
1.5 Culvert @ Ch4030,4690
15.74
-
-
1.5 Culvert @ Ch 5410
7.87
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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1.5 Culvert @ Ch 165
10.5
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1.5 Culvert @ Ch 1170,1190,1510
31.5
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-
1.5 Culvert @ Ch 2165,2405,2925
31.5
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-
1.5 Culvert @ Ch 3300,3470
21
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-
1.5 Culvert @ Ch4030,4690
21
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-
1.5 Culvert @ Ch 5410
10.5
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .For footings as 4% Rate for centering works.
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1.5 Culvert @ Ch 165
50.64
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-
1.5 Culvert @ Ch 1170,1190,1510
151.92
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-
1.5 Culvert @ Ch 2165,2405,2925
151.92
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-
1.5 Culvert @ Ch 3300,3470
101.28
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-
1.5 Culvert @ Ch4030,4690
101.28
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-
1.5 Culvert @ Ch 5410
50.64
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.For STEM as 10% Rate for centering works.
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1.5 Culvert @ Ch 165
28.54
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-
1.5 Culvert @ Ch 1170,1190,1510
85.62
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-
1.5 Culvert @ Ch 2165,2405,2925
85.62
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-
1.5 Culvert @ Ch 3300,3470
57.08
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1.5 Culvert @ Ch4030,4690
57.08
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-
1.5 Culvert @ Ch 5410
28.54
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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1.5 Culvert @ Ch 165
3.36
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-
1.5 Culvert @ Ch 1170,1190,1510
10.08
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-
1.5 Culvert @ Ch 2165,2405,2925
10.08
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-
1.5 Culvert @ Ch 3300,3470
6.72
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-
1.5 Culvert @ Ch4030,4690
6.72
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-
1.5 Culvert @ Ch 5410
3.36
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Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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1.5 Culvert @ Ch 165
3.31
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1.5 Culvert @ Ch 1170,1190,1510
9.93
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-
1.5 Culvert @ Ch 2165,2405,2925
9.93
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-
1.5 Culvert @ Ch 3300,3470
6.62
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-
1.5 Culvert @ Ch4030,4690
6.62
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-
1.5 Culvert @ Ch 5410
3.31
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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1.5 Culvert @ Ch 165
0.35
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1.5 Culvert @ Ch 1170,1190,1510
1.05
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1.5 Culvert @ Ch 2165,2405,2925
1.05
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-
1.5 Culvert @ Ch 3300,3470
0.7
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1.5 Culvert @ Ch4030,4690
0.7
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1.5 Culvert @ Ch 5410
0.35
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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-
1.5 Culvert @ Ch 165
15
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-
1.5 Culvert @ Ch 1170,1190,1510
45
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-
1.5 Culvert @ Ch 2165,2405,2925
45
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-
1.5 Culvert @ Ch 3300,3470
30
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-
1.5 Culvert @ Ch4030,4690
30
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-
1.5 Culvert @ Ch 5410
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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1.5 Culvert @ Ch 165
4.5
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-
1.5 Culvert @ Ch 1170,1190,1510
13.5
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-
1.5 Culvert @ Ch 2165,2405,2925
13.5
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-
1.5 Culvert @ Ch 3300,3470
9
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1.5 Culvert @ Ch4030,4690
9
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1.5 Culvert @ Ch 5410
4.5
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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 technical specification Clauses 614, 709, 1204.3.7
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1.5 Culvert @ Ch 165
12
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-
1.5 Culvert @ Ch 1170,1190,1510
36
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-
1.5 Culvert @ Ch 2165,2405,2925
36
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-
1.5 Culvert @ Ch 3300,3470
24
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-
1.5 Culvert @ Ch4030,4690
24
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1.5 Culvert @ Ch 5410
12
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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1.5 Culvert @ Ch 165
9.25
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1.5 Culvert @ Ch 1170,1190,1510
27.75
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1.5 Culvert @ Ch 2165,2405,2925
27.75
-
-
1.5 Culvert @ Ch 3300,3470
18.5
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1.5 Culvert @ Ch4030,4690
18.5
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1.5 Culvert @ Ch 5410
9.25
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Construction of 50 m Retaining wall at Ch 3300m in KVD -Jallypatty road to Karur Esanatham road via Ammapatty Km 0/0-5/500
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
105.3
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
16.2
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
16.2
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-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .For footings as 4% Rate for centering works.
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-
Protective works @ Ch 3300
59.4
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.For STEM as 10% Rate for centering works.
-
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-
Protective works @ Ch 3300
66.15
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-
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 technical specification Clauses 614, 709, 1204.3.7
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Protective works @ Ch 3300
75
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Provisionfor Road marking
1100
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Provision for Road studs
50
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-
Provision for nameboard
1
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-
Provision for PMGSY Logoboard
4
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Provision for sign boards
10
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-
Provision for chevron sign octogon board
2
-
-
Provision for Mandatory sign boards
8
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-
Provision for reflector
48
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-
Provision for citizen information board
1
-
-
Provision for Maintenance board
1
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-
Provision for KM Stone
5
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Provision for HM Stone
22
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Towards the charges for routline mintenance of the road work executed under PMGSY including dressing of berms
by refilling the gully with the earth from
borrow pits, cleaning of wild seasonal
growth on berms, destilting of side drains
and CD works, white washing guard stones,
painting of KM, HM stones, parapets,
cutting of branches of trees, refixing
displaced guard stones, caution boards,
speed limit boards etc., with the periodicity
for the above activities as prescribed in IRCSP-
20:2002 and as directed by the
departmental officers except for the
constructional defects which has to be
rectified by the contractor at his own cost
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For the First Year from the date of
completion of work
1
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For the Second Year from the date of
completion of work
1
-
-
For the Third Year from the date of
completion of work
1
-
-
For the Fourth Year from the date of
completion of work
1
-
-
For the Fifth Year from the date of
completion of work
1
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-
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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