Rural Development Department Tender
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Costs
EMD
₹ 5,18,220Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of road.
Description
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Contact
Tender Id
2019_CERWI_73218_41Tender No
SE-BLS-NCB-245Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for emabankment construction as per Technical Specification Clause 301.4.1.
3622.5
42926
11.85
... More
Earth work in embankment by borrow earth including Stabilising By sand mixing including breaking of clods ramming, sectioning, watering, compating to 97% proctor density for finished items of work including all labour T&P articles required for the work complete as per direction of the Engineer-in-Charge.
11292.54
1869480
165.55
... More
Excavation for roadway in soil by mechanical means (Dozer) including cutting & pushing the earth to site of embankment upto a distance of 100m including trimming bottom & side slopes in accordance with requirements of lines, grades & cross-sections as per Clause No.301,305 of specification for road and bridge work of MORD and direction of the Engineer-in-Charge.
220.5
8987
40.76
... More
Earthwork embankment in hard soils with all leads and lifts including breacking of clods, ramming, sectioning, watering and compacting with power road roller of 8-10 T capacity, to 97% proctor's density for finished item of work including all labour, T&P articles required for the work etc. complete as oer clause 301, 305 of specification of road and bridge works of MORD.etc. complete as per direction of the Engineer-in-Charge
132.3
3762
28.44
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Providing granular subbace using close graded grading-III materials having CBR value not less then 20 & PI value not more than 6 mixed of approved quality including laying spreeding in uniform layers watering and compacting to 98% of protectors density complete for furnished iteam of works as per clause 401.4 per techinical (MORD) specifiication 408.
92.74
88982
959.48
... More
Construction of hard earth shoulders having CBR more than 5 with approved material obtained from borrow pits with all lift & all leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 as per Technical specification Clause 303.1
1568.25
1220961
778.55
... More
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 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to ther equired density Grading 2 as per Technical Specification Clause 405
-
-
-
... More
WBM GR-II
174.65
361818
2071.68
... More
WBM GR-III
782.16
1617663
2068.2
... More
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MORD for low porosity surface. etc. complete as per direction of the Engineer-in-Charge.
10428.75
368239
35.31
... More
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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD.etc. complete as per direction of the Engineer-in-Charge
10428.75
128482
12.32
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-60/ 70 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 capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MORD by manual means i.e., without paver finisher.etc. complete as per direction of the Engineer-in-Charge
10428.75
1446571
138.71
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with S-60/70 grade bitumen laid by manual means i.e., without chips spreader etc. complete as per direction of the Engineer-in-Charge.
10428.75
564612
54.14
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
45
7944
176.55
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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 of MORD etc. complete as per direction of the Engineer-in-Charge
21230
388084
18.28
... More
Construction of panelled cement concrete payment,thickness as per design over a prepaired subbase with 43 grade cement or any other type as per clause 1501.2.2,M30 grade coarse and fine agreegate conforming to IS 383 maximun size of cores agreegate not exceding 25mm mixed ina concrete mixture of not less then 0.2CUM capacity and appropriate weigh batcher using approved mixed design, laied in approved fixed side form work (Still channel,laying and fixing 125micron thick polithin film,wedges ,stelplates including leveling the for work as per the drawing)spreeding the concrete with shovels,rakeas,compacted using needles,screed and plate vibraters and finished in continious operation including provision of contraction and expansion,construction joints,applying debonding strips,primer,sealant,dowel bars near approches to bridges and culverts admixtures as approved,curring concrete slab for 14 days, curring compund water finshing to lines and grade as per drawing techenical specification clause 1501.
1761.38
9989508
5671.41
... More
Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material for Ordinary soil. etc. complete as per direction of the Engineer-in-Charge ( Without dewatering)
736.39
200349
272.07
... More
Earth work in excavation of foundation trench in all kinds of soil with all leads & lifts including dressing & levelling the bed & depositing the excavated earth as directed with shoring, shuttering & dewatering etc.complete. Foundation Cutting
253.37
77896
307.44
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Providing and filling sand manually in foundation and trenches, at the back of abutment, top of pipes with sand in layers not exceeding 150mm thick including watering and compacting eithin all leads and lifts etc.complete as per direction of the Engineer-in-charge.
304.91
347606
1140.03
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R.C.C. M20 in foundation with h.b.g. chips including centering, shuttering, cost, conveyance, royalty, taxes complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 etc. complete as per direction of the Engineer-in-Charge
2.16
12951
5995.89
... More
Labour for cutting, bending, binding and tying the grills and placing in position including cost of finding winged HYSD bars.
12.96
21942
1693.11
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
78.91
510711
6472.07
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.16
13739
6360.98
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 of MORD etc. complete as per direction of the Engineer-in-Charge
19.44
32914
1693.11
... More
R.S. dry packing in approns & revetments using HBG stone of approved quality including cost, conveyance etc.complete.
121.64
161717
1329.48
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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 as per section 600,700&1200 of MORD etc. complete as per direction of the Engineer-in-Charge.
50
8627
172.55
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (M 15)
63
287407
4562.02
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Plain Cement Concrete M10 using 40mm and down graded stone aggregate in levelling course below open foundation as per drawings & Technical Specification Clause 802,803, 1109,1202,1203 etc. complete as per direction of the Engineer-in-Charge
4.65
20092
4321.04
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Plain Cement Concrete M15using 40mm and down graded stone aggregate in levelling course below open foundation as per drawings & Technical Specification Clause 802,803, 1109,1202,1203 etc. complete as per direction of the Engineer-in-Charge
-
-
-
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Foundation
526.25
2273947
4321.04
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Sub-structure
68.86
314140
4562.02
... More
Providing concrete M25 grade for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
... More
Foundation
27.64
153609
5557.49
... More
Sub-structure
35.23
207099
5878.5
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Super Structure
27.17
173249
6376.49
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
4.68
49565
10591
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on concrete bedding including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MORD etc. complete as per direction of the Engineer-in-Charge.
-
-
-
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a) 350 mm dia In single row
30
41707
1390.24
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b) 600 mm dia In single row
7.5
18948
2526.42
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c) 1000 mm dia In Single row
15
87193
5812.93
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d) 1000 mm dia In Double row
7.5
87518
11669.19
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will 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 of MORD etc. complete as per direction of the Engineer-in-Charge
2
21628
10814.02
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Providing and fixing of PMGSY Citizen's information board as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The flat Iron frame of both plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. Lettering and printing border etc. will be painted with ready mixed synthetic enamel paint of ( framed post & steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 etc. complete as per direction of the Engineer-in-Charge
2
33398
16699.12
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Maintenance Board
1
16699
16699.12
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Supplying & fixing of logo of size 600x600mm for PMGSY work made out of M.S.angle of 40x40x5mm size with CR sheet of 2.5mm thick & M.S.Flat bracing of 32x6mm size including 3 coat of painting as per colour specification provided in the drawing including cost, conveyance,royalty & taxes of all materials labour T&P required for the work etc. complete as per direction of the Engineer-in-charge.
6
11404
1900.79
... More
Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.etc. complete as per direction of the Engineer-in-Charge
-
-
-
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i) 5th Kilometre stone
1
3039
3039.37
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ii) Ordinary kilometer stone
9
16651
1850.18
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iii) 200 m Stone
34
17577
516.98
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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 etc. complete as per direction of the Engineer-in-Charge
-
-
-
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A) 600mm equilateral and triangle
11
17614
1601.35
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B) 600mm circular
8
13411
1676.42
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C) 800 x 600mm rectangular
7
12550
1792.87
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Providing & fixing RCC guard post of M-15 grade Concrete of standard design as per IRC-25 fixed position as per drawing and Technical Specifications MORD clause 1704 of MORD etc. complete as per direction of the Engineer-in-Charge.
148
88780
599.87
... More
Routine Maintenance after completion of construction works (Lump-sum Amount for each year Per Km)
-
-
-
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For 1st Year
6.97
234376
33626.49
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For 2ndYear
6.97
299817
43015.38
... More
For 3rdYear
6.97
439309
63028.57
... More
For 4th Year
6.97
530853
76162.6
... More
For 5th Year
6.97
593817
85196.13
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