Rural Development Department Tender
Search from a pool of business opportunities related to Odisha tenders on the online platform of BidAssist. Be it an Odisha PWD tender or a civil aviation tender, one can find every tender Odisha government, as well as PSUs and other organizations, post online. Every tender, active or achieved, is sourced from the eProcurement Odisha website and thus carries full credibility.
Costs
EMD
₹ 4,85,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CERWI_76170_2Bid Award Id
ViewTender No
SE-BLS-NCB-252Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
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.
3279.6
38863
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.
15532.46
2571398
165.55
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
1417.75
888064
626.39
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
1297.16
2947951
2272.62
WBM GR-III
1297.16
2912954
2245.64
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.
17295.38
608451
35.18
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
17295.38
212387
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 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
17265.38
2389355
138.39
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.
17265.38
938718
54.37
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
16810
307286
18.28
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
6.64
69316
10439.25
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.
849.76
4711825
5544.89
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)
913.58
248557
272.07
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.
321.32
255426
794.93
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
2.7
15793
5849.61
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.7
17128
6343.92
R.S. dry packing in approns & revetments using HBG stone of approved quality including cost, conveyance etc.complete.
45
63689
1415.33
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (M 15)
117
517605
4423.98
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
19485
4190.52
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
359.33
1505779
4190.52
Sub-structure
99.81
441557
4423.98
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
52.5
71430
1360.58
b) 600 mm dia In single row
15
37366
2491.09
c) 1000 mm dia In Single row
22.5
129466
5754.07
d) 1000 mm dia In Double row
7.5
86635
11551.46
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
3
32343
10781.13
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
33257
16628.64
Maintenance Board
1
16628
16628.64
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.
7
13247
1892.57
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
2
5969
2984.68
ii) Ordinary kilometer stone
11
19939
1812.68
iii) 200 m Stone
48
24481
510.03
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
21
33283
1584.91
B) 600mm circular
12
19919
1659.98
C) 800 x 600mm rectangular
10
17764
1776.43
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.
146
86445
592.09
Routine Maintenance after completion of construction works (Lump-sum Amount for each year Per Km)
-
-
-
For 1st Year
6.53
184176
28204.69
For 2ndYear
6.53
233041
35687.86
For 3rdYear
6.53
362042
55442.89
For 4th Year
6.53
414579
63488.51
For 5th Year
6.53
478463
73271.66
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements