Karnataka Rural Road Development Agency Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Karnataka Rural Road Development Agency - KRRDA Tender
Civil And Construction
Road Construction
Opening Date12 Jan 2022
Closing Date2 Feb 2022
Tender Amount₹ 8,81,02,064
Costs
EMD
₹ 13,21,550Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
(1)lakshmisagara Lake To Harishthala Road Via Peresandra- Hovinavarahalli Road (ch:0.0 To 2.69 Km) (2) Nh-234 To Kanajenahalli Via Kanakalamma And Kallamma Temple (ch:-0.0 To 1.750 Km) (3)adavigollavarihalli Main Road To Patrenahalli Via Thandramaradahalli(ch:-0.0to 0.870 Km) (4)dibbur-ajjikadirenahalli Road To Hiriyannanahalli Via Badaniganahalli, Budaganur ( Ch:-0.0 To 4.060 Km) And (5)gowdagerevillage To Halehalli Joining Road Via Gunibillu, Adekoppa (ch:0.0 To 2.94km)
Description
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Contact
Tender Id
KRRDA/2020-21/RD/WORK_INDENT4844/CALL-2Bid Award Id
ViewTender No
KRRDA/2020-21/RD/WORK_INDENT4844/CALL-2Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavation for roadway in soil by Mechanical means including cutting and pushing the earth to site of embankment including trimming bottom and side slopes in accordance with requirements of lines, grades, and cross sections. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work"
2418.46
-
91901.48
KSRRB M300-52.2. Scarifying Existing Bituminous surface toa depth of 50mm by Mechanical Means. Scarifying the existing bituminous road surface toa depth of 50mm and disposal of scarified material and complete as per specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
15693.75
-
54928.12
KSRRB 300-58.Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour, HOM complete as per specifications.MORTH Chapter3 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
43452.115
-
260712.69
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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
5819.314
-
209495.3
Construction of embankment with approved material obtained from borrow pits ,transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
29533.232
-
8564637.28
Construction of sub grade and earthen shoulders with approved materials obtained from barrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 as per technical specification clause 303.1 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work"
15186.882
-
4404195.78
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. (iii) For Grading III Material. . with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
5845.741
-
5582682.66
Construction of Water Bound Macadam Sub-base/base by using available Scarified aggregate by stacking the scarified material, hand breaking in to coarse aggregate of specific sizes to Water bound macadam specification including spreading in uniform thickness, hand packing , rolling with three wheel roller 80-100KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillip the interstice of coarse aggregate, watering and compacting to the required density grading II as per Technical Specification Clause 405.WBM Grade II By manual Means with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. By manual Means as per the directions of the Engineer incharge of the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
235.2
-
158524.8
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 roller 80-100KN static roller in stages to proper grade and camber, applying and brooming, Crushable screenings / binding material to fillup the interstice of coarse aggregate, watering and compacting to the required density grading II as per Technical Specification Clause 405.WBM Grade II with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. By Mechanical Means as per the directions of the Engineer incharge of the work
487.868
-
796688.44
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 interstice of coarse aggregate, watering and compacting to the required density grading III as per Technical Specification Clause 405. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work. By Mechanical Means"
1893.592
-
3601611.98
Construction of un-reinforced Plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 Grade, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, Bitumen, primer, debonding Strips, joint filler board, bitumen client, curing of concrete slabs for 14 days, and watering finishing to lines and grade as per drawings and technical specification clause 1501.(without Dowel bars), with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work. Granular material
3299.53
-
18031931.45
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub â base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and Technical Specification Clause 406. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work By Mechanical Means
5174.888
-
9325148.18
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 0.70-1kg/sqm using mechanical means as per Technical specification clause 502. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
31398.15
-
1915287.15
Providing and applying tack coat with Bitumen emulsion(RS-1)using emulsion distributor at the rate of 0.25 to 0.30kg per Sqm on the prepared granular surface cleaned with Hydraulic broom as per Technical Specification Clause 503. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
6549.9
-
84362.71
Providing, laying, and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 80-10 Kn static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 509. S-65 Mechanical Means with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
6549.9
-
720489
Providing and laying seal coat Type B sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using as per Technical specification Clause 508. Case -II complete. By mechanical Means, Case II : TYPE B, using (S-65) Mechanical Means . with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
6549.9
-
294745.5
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
1237.916
-
6903857.53
Providing, laying and rolling of close-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 80-100 KN static roller and finishing to required level and grades as per Technical Specification Clause 507 By Mechanical Means Type (B) Bitumen (S-65) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
24848.25
-
3056334.75
Reinforced cement concrete M 15 grade kilometer 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 (Ordinary Kilomiter stone Precast) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
18
-
42426
Supplying and fixing in position new guard stones of granite/trap/sand stone/shahabad roughly dressed (Bond stone) of size 700mm x 200mm x 200mm including excavation painting with white and orange paint 15cm wide strip alternatively etc. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
1141
-
264712
Reinforced cement concrete M 15 grade kilometer 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 200m stone (Precast) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
49
-
31213
Providing and fixing of typical informatory sign board with Logo for "Namma Grama -Namma Raste Project" as per specifications and drawing. Two MS Plates of 1.6 mm thick, top and Bottom plate duly welded with MS Square channel 25mm x 25mm x 5mm size on back and on the edges. The Top and Bottom plate will be welded to 2 nos 50x50x5 mm square channels duly embedded in cement concrete M15 Grade of 600x600x750 mm, 600 mm below ground level. All M.S wiil be Stove enameled on both sides, Lettering and printing arrows, border etc,. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing, clause 1701 and Annexure 1700.1 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
10
-
122000
Providing and Fixing 'Logo Board ' of Namma Grama -Namma Raste Project Providing and fixing of typical Logo board as per specifications and drawing. Two MS Plates of 1.6 mm thick, top and Bottom plate duly welded with MS Square angle 25mm x25mmx 5m size on back and on the edges.The Top and Bottom plate will be welded to 2 nos 40x40x6 mm square angle duly embedded in cement concrete M15 Grade of 600*600*750 mm, 600 mm below ground level. All M.S wiil be stove enameled on both sides, Lettering and printing arrows, border etc,. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing,Clause 1701 and Annexure 1700.1 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
2
-
17284
Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2mm thich with area not exceeding 0.9sq m supported on mild steel single angle iron posts 75*75*6mm firmly fixed to the ground by means to the properly designed foundation with M 15 grade cement concrete 450*450*600mm , 600mm below ground level as per approved drawing & technical specification clause 1701 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
6.3
-
35393.4
Direction and Place Identification Signs upto 0.9 sqm Size Board: 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 M 15 grade cement concrete 45 x 45 x 60 em, 60 em below ground level as per approved drawing. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
5.4
-
37060.2
Retro-reflectorised Traffic Signs 600 mm Equilateral Triangle Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, 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 M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing. 600 M M Equilateral triangle -TYPE XI1 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
12
-
29916
Retro-reflectorised Traffic Signs 600 mm Equilateral Triangle Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting wide clause 1701.2.3 fixed over alluminium sheeting , 1.5mm thick supported on mild steel angle iron post 75mm*75mm*6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450mm*450mm*600mm, 600mm below ground level as per drawing & btechnical specification clause 801. 600mm Equilateral Traingle with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
22
-
50798
Providing and fixing typical citizen information Board-A as per specification and drawing. Two ACP sheet of 4 mm thick having minimum 0.25 mm thick aluminium skin both sides and fixed over a back support MS plate of 5 mm thick. Supported on frame post of 2 nos of MS Square hallow section 75mm*75* 6mm which is duly embedded in cement concrete M 20 grade of 600*600mm* 750 mm, 600 mm below ground level, all MS will be stove enamelled on both the sides. All sections of framed posts, M.S. sheet and stell tubes will be painted with primer and 2 quotes of epoxy paint as per drawing etc Retro Reflecting sheet as per IRC 67 fixed over a 2 nos of aluminium composit material (ACP) sheeting of size 900*750mm of 4mm thick duly bolted/reveted with MS plate of 5 mm thick on back side of ACP sheet. Including cost & conveyance of all material, equipment, mechinary and labour with all lead & lift, loading charges. Necessary satisfactory completion of work as by directed by engineering in charge . 1. For warrantee & durablety the clause 1701.5 and for maintenance the clause 1911 shall be applicable. 2. A reference Number. along with the month end year of installation should be placed on the back of a sign in a contrasting colour or by stamping in character not exceeding 50 mm in height. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
7
-
115136
Providing and fixing typical maintenance information Board as per specification and drawing. ACP sheet of 3 mm thick having minimum 0.25 mm thick aluminium skin both sides and fixed over a back support MS plate of 5 mm thick. Supported on frame post of 2 nos of MS Square hallow section 75mm*75* 6mm which is duly embedded in cement concrete M 20 grade of 600*600mm* 750 mm, 600 mm below ground level. All MS will be stove enamelled on both the sides. All sections of framed posts, M.S. sheet and stell tubes will be painted with primer and 2 quotes of epoxy paint as per drawing etc. Retro Reflecting sheet as per IRC 67 fixed over a 2 nos of aluminium composit material (ACP) sheeting of size 900*1500mm of 3 mm thick duly bolted/reveted with MS plate of 5 mm thick on back side of ACP sheet. Including cost & conveyance of all material, equipment, mechinary and labour with all lead & lift, loading charges necessary satisfactory completion of work as by directed by engineering in charge . (i) For warrantee & durablety the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii). A reference Number along with the month end year of installation should be placed on the back of a sign in a contrasting colour or by stamping in character not exceeding 50 mm in height. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
5
-
81070
KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications.MORTH Specification No. 803 . with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
800
-
343200
Road Humps / speed breakers for control of vehicular speeds on roads Providing road humps for the entire formation width, using bituminous premix materials and heavy duty cobble stones 60 mm thick, having road hump dimension of 1.00 mtr. (width) X 0.15 mtr (height) rectangular sections and ramp on either side of road hump of 0.85 mtr (wide), including providing WBM (2 layers) for shoulder portion 1.7mts in length on either side, completing with road marking paint with applied thermoplastic compound with reflecting glass beads on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC SP 67 -2010 (for details refer IRC 99-1988) Pwd SR 2018-19 I.NO 38.39.1 PgNo 306 For single lane for formation width of 7.50mtrs. using SDBC mix material.
5
-
163085
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead as per Technical Specification Clause 202. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
264.316
-
142730.64
Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead as per Technical Specification Clause 202. . with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
43.236
-
15089.36
Removing all types of Hume pipes and stacking within a lead including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. . UPTO 600MM DIA HUME PIPE with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
30
-
7410
Earthwork in excavation For structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matterial, and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with suitable material. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
2056.23
-
789592.32
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 &1203(P.C.C grade M 10 Nominal mix 1:3:6) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
162.758
-
813627.24
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204 I. PCC Grade M20 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
17.28
-
99169.92
Plain / reinforced cement concrete in sub structure, complete as per drawings and technical specification clause 802,804,805,806,807,1202 and 1206 (P.C.C grade M 15 Nominal mix 1:2.5:5). for height up to m with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
880.609
-
4630242.12
RCC M 25 for deck slab Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
110.012
-
752042.03
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
49.688
-
569623.23
Supplying, fitting and placing TMT bar reinforcement in substructrue complete as per drawings technical specification Clauses1002,1001.5,1006 and 1202 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
30.592
-
2174234.62
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 1000 mm dia with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
67.5
-
380902.5
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Stone Boulder) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
112
-
123536
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 kgs laid dry complete as per drawing and techniclal specifications clause 1301. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
249.694
-
275412.48
Construction of Toe Walls for protection of slopes as per drawing and technical Specifications. Clause 1302.5 (Cement concrete grade M 10 in case of concrete block pitching).P.C.C grade M 20 Nominal mix 1:3:6 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
25.914
-
128533.44
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Granular Material). with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
946.416
-
685205.18
Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of materials, labour, HOM complete as per specifications, curing complete as per specifications .Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 NP2-450mm dia . with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
90
-
129510
Routine maintenance cost for 1st Year
8.125
-
468000
Routine maintenance cost for 2nd Year
8.125
-
677625
Routine maintenance cost for 3rd Year
8.125
-
847437.5
Routine maintenance cost for 4th Year
8.125
-
1027812.5
Routine maintenance cost for 5th Year
8.125
-
1218750
Renewal after completion of 5th Year Maintenance works: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Mechanical means with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
2.13
-
49416.85
Renewal after completion of 5th Year Maintenance works: Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines,grades,levels and dimensions. Excavated material tobe used in embankment with a lift and lead as per Technical Specification Clause 307. By Mechanical Means . with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
10698.5
-
219640.21
Renewal after completion of 5th Year Maintenance works: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead as per Technical Specification Clause 303.1. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
2505.321
-
900913.43
Renewal after completion of 5th Year Maintenance works: Providing and applying tack coat with Bitumen emulsion(Rs-1)using emulsion distributor at the rate of 0.20 to 0.25kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
31398.155
-
394046.85
Renewal after completion of 5th Year Maintenance works: Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen with addition of processed waste plastic of above 8% by weight of 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. By mechanical Means using (S-65) Bitumen with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
31398.155
-
4399509.48
Renewal after completion of 5th Year Maintenance works: KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications.MORTH Specification No. 803 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
800
-
425568
Renewal after completion of 5th Year Maintenance works Maintenance of hume pipe culvert by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and Technical Specification Clause 1909. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
2
-
3429.84
Renewal after completion of 5th Year Maintenance works Maintenance of slab type culverts by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and Technical Specification Clause 1909. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
15
-
54870
Renewal after completion of 5th Year Maintenance works Maintenance of road signs by way of cleaning and repainting of mandatory / regulatory / cautionary / informatory and place identification sign board as per drawings and technical specification clause 1911. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
9.56
-
16027.15
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