Works Department Tender
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Costs
EMD
₹ 1,06,210Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Periodical Maintenance Of 5 Year Copleted Pmgsy Road Road-a Madanpur To Gopalpur (pkg-or-15-315 ),road-b Salepali To Karnimal (pkg-or-15-312 ), Road-c Nh-217 To Kutigundum(pkg-or-15-315 In The District Of Kalahandi For The Year -24-25.
Description
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Contact
Tender Id
2024_CERWI_106693_15Tender No
BPT/Online-03/2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
Road-C
3300
8
27225
Dismantling bituminous courses of flexible pavements and disposal of dismantled materials upto a lead of 1000m stacking the serviceable and unserviceable materials separately
-
-
-
Road-A
12
980
11763.6
Road-C
30
680
20409
Providing supplying and laying admixture of moorum and sand in subbase in layers not exceeding 100mm watering and compacting to required density in OMC with PRR including cost conveyance of sub base materials
-
-
-
Road-C
49.5
1255
62137.35
Providing and laying spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the matrial with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site, laying in uniform layers with paver in subase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT & H specifications for Road & Bridge works (4th revision)
-
-
-
Road-A
18
2787
50170.5
Cleaning the existing grannular base surface including removal of binding materials and other foreign materials with wire brushes and small picks sweeping with brooms or soft brushes and finally dusting with old gunny bags and / or compressed air to receive bituminous treatment.
-
-
-
Road-A
120
22
2676
Road-C
300
22
6690
Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and / or compressed air to receive bituminous treatment.including cost of all labour and T&P required for the work etc. complete as per direction of Engineer in charge.
-
-
-
Road-A
5454.96
5
29184.04
Road-B
9924.96
5
53098.54
Road-C
3216
5
17205.6
Labour for scraping cleaning the road surface applying tack coat using 3.0kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer 0.45 cum of 25mm to 40mm size hard granite metal and 12.00 Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12 cum of 12 mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen, metal and chips complete as per specfication and direction of Engineer-in-charge.
-
-
-
Road-A
389.64
379
147868.38
Road-B
1335.84
372
498001.15
Road-C
150
372
55920
Providing laying spreading and compacting stone aggregates of sizes to waterbound macadam specification including spreading in uniform thickness hand packing rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber applying requisite type of screening materials to fill up the interstices watering and compacting to required density etc complete
-
-
-
(A) Grading II
-
-
-
Road-C
22.5
3401
76527
(B) Grading III
-
-
-
Road-C
22.5
3519
79184.25
Providing and applying primer coat including cost of primer
-
-
-
Road-A
120
50
6048
Road-C
300
50
15120
Providing and applying tack coat with Emulsion (RS-1) @ 2.00kg/10 sqm by manual means including cost,conveyance & taxes of emulsion ,cost of all labour & T&P requried for the work etc. complete as per specification and direction of Engineer-in-charge.
-
-
-
Road-A
5967
22
136942.65
Road-B
11260.8
22
258435.36
Road-C
3366
22
77249.7
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost conveyance of all materials, cost of all labour and T&P required for the work etc. complete as per direction of Engineer in charge.
-
-
-
Road-A
65.81
8168
537595.31
Road-B
110.4
8395
926896.32
Road-C
24.75
8018
198449.21
Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting to the hot mix to work site laying with a hydrostatic paver finisher with sensor control to required grade level and alignment rolling with smooth wheeled vibratory and tendum roller to acheive the desired compaction asper Clause 508 of MoSRT & H specifications for Road & Bridge works (4th revision) including cost conveyance of all materials, cost of all labour and T&P required for the work etc. complete as per direction of Engineer in charge.
-
-
-
Road-A
164.1
9765
1602510.35
Road-B
309.67
10109
3130531.45
Road-C
92.57
9578
886667.86
Earth work in excavation of foundation in hard soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & depth.
-
-
-
Road-D
46.53
270
12604.98
Filling in foundation and plinth with sand well watered and rammed etc. complete as per direction of Engineer in charge.
-
-
-
Road-D
3.9
504
1967.16
Cement Concrete (1:3:6) with 40mm. Size H.G.metal in foundation & plinth including all cost conveyance with T & P with cost of rayality etc. complete as per direction of Engineer in charge.
-
-
-
A) In Foundation
-
-
-
Road-D
28.38
6345
180073.94
B) In Sub structure
-
-
-
Road-D
22.5
6448
145084.5
Cement Concrete (1:2:4) with 12mm size hard granite chips in foundation & plinth including all cost conveyance with T & P with cost of rayality etc. complete as per direction of Engineer in charge.
-
-
-
Road-D
5.4
8108
43785.9
Providing laying and spreading moorum on the road surface to required thickness and dressing including cost, carriage charges and royalty of moorum with cost of all labour,T&P required for the work etc. complete for finished item of work as per direction of Engineer in charge.
-
-
-
Road-A
195
743
144943.5
Road-B
368
743
273534.4
Road-C
110
743
81763
Construction of embankment with approved materials obtained from borrow pits with all lifts and leads,transporting to site by mechanical means within a lead of 5 kms,spreading and grading to required slope and compacting meet requirement of table 300-2 & clause 305 of MoSRT&H specifications 94th revision)cification and direction of Engineer in charge.
-
-
-
Road-A
97.5
464
45279
Providing 1KM Stone,5th Km stone & 200 m stones on the road as per approved drawing & specification including cost of all materials, T&P, labour, painting, figuring & fixing etc., complete as per direction of the Engineer in charge.
-
-
-
Fixing of 1KM stone
-
-
-
Road-A
2
3028
6056.9
Road-B
3
3007
9021.45
Fixing of 200 m stone
-
-
-
Road-A
8
746
5970.4
Road-B
12
740
8880
Road-C
4
740
2960
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
-
-
-
600 mm equilateral Triangle
-
-
-
Road-A
6
2008
12048.6
Road-B
8
1995
15967.2
Road-C
4
1995
7983.6
600 mm dia Circular
-
-
-
Road-A
10
2005
20054.5
Road-B
2
2061
4122.6
Road-C
3
2049
6147.3
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from strecks and holes
-
-
-
Road-A
390
278
108665.7
Road-B
736
278
205071.68
Road-C
220
278
61298.6
Painting two coats with any approved paint including all cost, conveyance and taxes of all materials, cost of all labour T & P required for the work etc complete as per direction of Engineer in charge.
-
-
-
Road-A
167
176
29417.05
Road-B
318
176
56015.7
Road-C
135
176
23780.25
Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(1200mmx800mm Rectangle)
-
-
-
Road-A
2
12553
25106
Road-B
2
12553
25106
Road-C
2
12553
25106
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