Jharkhand State Rural Road Development Authority Tender
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Jharkhand State Rural Road Development Authority - JSRRDA Tender
Eprocure
Opening Date1 Oct 2020
Closing Date10 Oct 2020
Tender Amount₹ 1,61,66,000
Costs
EMD
₹ 3,23,320Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEJHR_100657_2Bid Award Id
ViewTender No
ReTender-04/2020 MaintenanceWorkTender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
(b) Konena to Patania via Kaida
0.76
-
47446.43
(c) Dhipa to Raidih via Ichapir
1.29
-
47446.43
Contruction of embankment with approved material obtained from borrow pit with a lift of 1.5M, transpeorting to site, spreading, grading to required slope and compacting to meet requirements of Table 300.1 & 300.2 as per technical Specification caluse 301.5 (i) Lead upto 50 M
-
-
-
(a) REO Main Road to Rungisai
2430
-
138.39
(b) Konena to Patania via Kaida
1510.31
-
138.39
(c) Dhipa to Raidih via Ichapir
2319.64
-
138.39
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. (Grading-II using Screening Crushable type such as Moorum or Gravel by Manual Means)
-
-
-
(a) REO Main Road to Rungisai
226
-
2171.2
(b) Konena to Patania via Kaida
105.54
-
3459.57
(c) Dhipa to Raidih via Ichapir
259.85
-
3403.55
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. (Grading-III using Screening Crushable type)
-
-
-
(a) REO Main Road to Rungisai
279.75
-
2198.54
(b) Konena to Patania via Kaida
125.53
-
3486.91
(c) Dhipa to Raidih via Ichapir
292.3
-
3430.89
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502
-
-
-
(a) REO Main Road to Rungisai
3729.98
-
50.36
(b) Konena to Patania via Kaida
1673.67
-
51.02
(c) Dhipa to Raidih via Ichapir
3897.36
-
51.02
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 Tecnical Specification Clause 503.clause 502
-
-
-
(a) REO Main Road to Rungisai
15339.38
-
16.99
(b) Konena to Patania via Kaida
7669.69
-
17.2
(c) Dhipa to Raidih via Ichapir
13014.61
-
17.2
Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6 aggregates either using penetration grade bitumen or emulsion to required grade, line and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 80-100KN static roller capacity, finished to required level and grade to be followed by seal coat of either type as per Technical Specification clause 508. By manual means with Bitumen (S-90)
-
-
-
(a) REO Main Road to Rungisai
16106.34
-
191.96
(b) Konena to Patania via Kaida
8053.17
-
198.47
(c) Dhipa to Raidih via Ichapir
13665.34
-
197.32
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using TypeC as per Technical Specification Clause 510
-
-
-
(a) REO Main Road to Rungisai
15339.38
-
65.62
(b) Konena to Patania via Kaida
7669.69
-
67.92
(c) Dhipa to Raidih via Ichapir
13014.61
-
67.54
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 5th Km post
-
-
-
(a) REO Main Road to Rungisai
1
-
2720.68
(c) Dhipa to Raidih via Ichapir
1
-
2720.68
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post
-
-
-
(a) REO Main Road to Rungisai
4
-
1615.56
(b) Konena to Patania via Kaida
3
-
1615.56
(c) Dhipa to Raidih via Ichapir
4
-
1615.56
Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm as per technicaal specification clause 1701and Annexure 1700.1
-
-
-
(a) REO Main Road to Rungisai
1
-
10991.95
(b) Konena to Patania via Kaida
1
-
10991.95
(c) Dhipa to Raidih via Ichapir
1
-
10991.95
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
-
-
-
(a) REO Main Road to Rungisai
3
-
13186.88
(b) Konena to Patania via Kaida
3
-
13186.88
(c) Dhipa to Raidih via Ichapir
3
-
13186.88
Providing and 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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
(a) REO Main Road to Rungisai
6
-
1696.2
(b) Konena to Patania via Kaida
6
-
1696.2
(c) Dhipa to Raidih via Ichapir
6
-
1696.2
Providing, laying and pitching with stone boulders weighing not less than 40 kg each complete as per drawing and technical specifications Clause 1301
-
-
-
(b) Konena to Patania via Kaida
13.5
-
3137.99
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Masonary in C.M. (1:4) in sub-structure
-
-
-
(a) REO Main Road to Rungisai
10.8
-
3840.66
(c) Dhipa to Raidih via Ichapir
13.5
-
4805.72
Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204
-
-
-
(a) REO Main Road to Rungisai
74.64
-
60.19
(c) Dhipa to Raidih via Ichapir
93.3
-
59.4
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
-
-
-
(a) REO Main Road to Rungisai
1.36
-
5276.76
(b) Konena to Patania via Kaida
13.5
-
5182.25
(c) Dhipa to Raidih via Ichapir
1.7
-
5145.25
White washing two coats on parapet walls as per technical specification clause 1915
-
-
-
(a) REO Main Road to Rungisai
74.64
-
15.72
(c) Dhipa to Raidih via Ichapir
93.3
-
15.72
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