Rural Development Department Tender
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Costs
EMD
₹ 6,21,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CERWI_103549_1Bid Award Id
ViewTender No
OR09186Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
600 mm to 900 mm dia Hume pipe
30
-
262.55
Scarifying existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift of 3m and lead upto 1000m as per Technical Specification clause 301.4 of MORD
747
-
6.88
Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 2000 m (1000-2000) m as per Technical Specification clause 301.5
20684.76
-
186.25
Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc.complete as per the direction of the Engineer-in-charge.
11810
-
18.52
Providing and constructing well compacted Modified Soil above the sub-grade of road work with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 5000 m (4000-5000) m as per Technical Specification clause 301.5
370.12
-
209.53
Construction of granular sub-base (Grading III) by providing well graded material such as moorum & sand admixture, spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at OMC so as to achieve PI value less than 6 and compacting with smooth wheel roller to achieve the desired density,complete as per MORD Technical Specification Clause 401 as per direction of Engineer-in-Charge. including royalty etc. complete as per the direction of the Engineer-in-charge.
467.59
-
406.29
Construction of Shoulder with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 3000 m (2000-3000) m as per Technical Specification clause
3623.24
-
232.97
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 & camber, applying & brooming, crushable screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge.
-
-
-
i) Grading -II
261.93
-
2175.03
ii) Grading -III
1195.68
-
2254
Providing and applying primer coat with bitumen emulsion (SS1) 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 of MoRD for low porosity surface including cost, lead, lift royality and taxes of all materials required for the work etc. complete and as directed by the Engineer -in- charge.
34617.39
-
36.54
Providing and applying tack coat with Bitumen emulsion (RS1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD including cost, lead, lift royality and taxes of all materials required for the work etc. complete and as directed by the Engineer -in- charge.
34617.39
-
12.28
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 viscocity 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 capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 of MoRD by mechanical means as per the direction of the Engineer-in-charge.
34617.39
-
138.25
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 of MORD with VG-30 grade bitumen laid by mechanical means as per the direction of the Engineer-in-charge.
34617.39
-
44.59
Construction of Panelled cement concrete pavement, (750mm X 750mm) 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 25mm 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 levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
360
-
5909.02
Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides, bottom and backfilling with approved materials.
928.48
-
299.13
Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9
27
-
462.9
Providing PCC M-15 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
1109.76
-
4506.09
Plain Cement Concrete M10 in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
50.21
-
4639.32
Plain/reinforced cement concrete M15 in sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
159.05
-
4759.01
R.C.C. M25 in foundation raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
7.59
-
6844.27
R.C.C. M25 in Substructre using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete. (Abutment & Pier)
9.05
-
6765.38
R.C.C. M25 in Superstructure using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete. (Deck Slab)
12.61
-
7041.69
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 and 305.3.9 of MoRD
154.11
-
741.62
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing as per drawing and Technical Specification clause 1302.
28.16
-
2444.78
Providing and laying cement concrete wearing course M 30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
1.57
-
12729.88
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
-
-
-
Foundations
6.8
-
6417.96
Substructure
10.4
-
6433.42
Superstructure
12.6
-
6552.97
Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
178.41
-
628.15
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 kg laid dry complete as per drawing and technical specifications Clause 1301
407.04
-
1764.1
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered /concrete surfaces as per drawing and technical specification under section 1700 of MORD.
50
-
96.85
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work
-
-
-
1000 mm dia S/R
37.5
-
5859.45
Providing weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipeextending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing.
295
-
148.25
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads for centreline marking.
1764.78
-
486.75
Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size as per approved drawing as per clause no.801.08 of MoRT&H specification and direction of the Engineer-in-charge
-
-
-
Mandatory Signs
34
-
4155.45
Cautionary Signs
116
-
4700.19
Multi Signs on Single post
2
-
8701.81
Supplying, fitting & fixing of Road Sign Board made out 3mm thick (ACP) Aluminium Composite Panel Sheet duly coated one side loaded with preesure sensitive encapsulated lens type high intensive grade rector reflective sheeting complete as per MORTH technical specification clause 8013 & IRC 67/2001 with Angle Iron frame 35mm x 35mm x 6mm fixed with single or double Angle Iron post as per Specification including application of 2 coats of Enamel Paint of approved quality in form of checks of Yellow and Black over the posts, fixed with M-15 Grade cement concrete base 150mm x 600mm size of each post as per approved drawing including cost, conveyance, Royalty of all materials T&P etc. complete as per specification and direction of Engineer - in - Charge.
68
-
4631.27
Providing and erecting of PMGSY Main informatory sign board (MIB) of retro-reflective sign boards 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
3
-
17351.92
Providing and fixing of typical PMGSY Citizen informatory sign board (CIB) 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
2
-
19359.01
Providing and fixing of typical PMGSY Maintenance informatory sign board 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
1
-
19318.36
Reinforced Cement Concrete M15 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
-
-
-
5th Kilometer stone (Precast)
1
-
3566.84
Ordinary Kilometer stone (Precast)
11
-
2182.13
200m stone (Precast) & Reference Pillar (Precast)
76
-
599.42
Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC)
0.13
-
5909.02
Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD.
120
-
642.68
Routine Maintenance after completion of construction works as per contract data of Standard Bidding document.
-
-
-
1 st year
1
-
293750
2 nd year
1
-
352500
3 rd year
1
-
411250
4 th year
1
-
470000
5 th year
1
-
528750
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