Rural Development Department Tender
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Costs
EMD
₹ 3,46,220Document Cost
Refer DocumentsTender Fee
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Description
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Contact
Tender Id
2019_CERWI_73218_47Bid Award Id
ViewTender No
SE-BLS-NCB-245Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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.
2205.9
26139
11.85
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.
15569.45
2577522
165.55
Re-use, laying, spreading and compacting of available Stone aggregates as WBM Grading 3 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, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to ther equired density Grading 2 as per Technical Specification Clause 405
Re-use as WBM GR-III
846.46
288456
340.78
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
900
762894
847.66
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
-
-
-
WBM GR-II
1051.57
2456751
2336.27
WBM GR-III
1090.1
2512593
2304.92
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.
13248.38
469787
35.46
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
13248.38
163882
12.37
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
13248.38
1842982
139.11
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.
13248.38
727468
54.91
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
13327
243617
18.28
Providing granular sub-base using Close Graded Grade-III materials having CBR value not less than 20 & PI value not more than 6 mixed of approved quality including laying,spreading in uniform layers watering and compacting to 98% of Proctor's density complete for finished item of works as per clause 401.4 as per technical (MORD) specification 408.
82.62
91162
1103.4
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 levelling the formwork 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, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
139
754180
5425.76
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.
152.63
861843
5646.62
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)
336.13
91450
272.07
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
93.92
28874
307.44
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.
159.96
162944
1018.66
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (M 15)
39.5
179257
4538.17
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
-
-
-
Foundation
128.8
553644
4298.48
Sub-structure
60.83
276056
4538.17
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
19987
4298.48
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.
-
-
-
a) 350 mm dia In single row
22.5
32819
1458.65
b) 600 mm dia In single row
15
39130
2608.68
c) 1000 mm dia In Single row
7.5
44625
5950.04
d) 1000 mm dia In Double row
7.5
89575
11943.41
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
12887
5966.34
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.16
13687
6336.89
Labour for cutting, bending, binding and tying the grills and placing in position including cost of finding winged HYSD bars.
20.39
131474
6447.98
Providing concrete M25 grade for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
Foundation
7.12
39295
5519.09
Sub Structure
10.57
61705
5837.79
Super Structure
7.56
47878
6333.17
Providing and laying cement concrete Wearing Course M30 grad including reinforcement complete as per drawing and technical specification Clauses 800 and 1206.3
1.53
16108
10528.66
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the wall and providing over the entire surface behing abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification
12.96
23691
1828.03
R.S. dry packing in approns & revetments using HBG stone of approved quality including cost, conveyance etc.complete.
37.5
54915
1464.4
Providing weep holes 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 MORD technical specification
18
3099
172.18
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
21616
10808.34
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
33373
16686.94
Maintenance Board
1
16686
16686.94
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.
3
5698
1899.37
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
-
-
-
i) 5th Kilometre stone
-
-
-
ii) Ordinary kilometer stone
5
9216
1843.3
iii) 200 m Stone
16
8245
515.36
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
-
-
-
A) 600mm equilateral and triangle
9
14386
1598.51
B) 600mm circular
4
6694
1673.58
C) 800 x 600mm rectangular
8
14320
1790.03
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.
84
50316
599
Routine Maintenance after completion of construction works (Lump-sum Amount for each year Per Km)
-
-
-
For 1st Year
4
137447
34361.91
For 2ndYear
4
166345
41586.25
For 3rdYear
4
256584
64146.16
For 4th Year
4
309794
77448.62
For 5th Year
4
364255
91063.87
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