Urban Development Department Tender
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Costs
EMD
₹ 1,48,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UDD_47405_1Bid Award Id
ViewTender No
UDHD/MMC/16/2020-21Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
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Documents
BOQ Items
Construction of Subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site,spreading,grading to required slope and compacted to meet requirment of table 300.2 with free lead as per Technical specification Clause 303.1. S.O.R. item.no. 3.14 (A)
540
-
132
Constraction of subgrade earthen shoulders with approved material obtained from borrow pit with lifts and leads,transporting to site, spreading, grading to required slope and compacted to meet requirment of table 300.2 with 1000M lead as per Technical Specification Clause 303.1 S.O.R. item No .3.14
135
-
310
Construction of granular sub - base by providing well graded material, spreading in uniform layer with motor gradar 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 With Grading - !!! Material S.O.R. IItem No.4.1 A (!!!)
272.7
-
1276.37
Providing , laying,spreading and compacting stone agregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rooling with smooth wheel roller 80 - 100 KN in stage to proper grade and camber, applying and brooming, stone screening binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density grading 2 as per Technical specification Clause 405 (by Mechanical Means) S.O.R. item no. 4.7(2) B
132.93
-
1778.14
Providing , laying,spreading and compacting stone agregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rooling with smooth wheel roller 80 - 100 KN in stage to proper grade and camber, applying and brooming, stone screening binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical specification Clause 405 (by Mechanical Means) S.O.R. item no. 4.7(3) B
127.82
-
1740.15
Providing & laying 50mm thick builtup spraw grout over W.B.M. surface including cleaning the surface,heating bitumean to required temperature, applying prime & tack coat @ 10 kg\10 M2 And also incnluding cost of bitumen and stone aggregates confimming to physical properties and grading given into the M.O.S.T. table 500 - 7 (3rd revision) spreading stone metal @ 0.66 M3 / 10 M2 in layer, hand packing,rolling compacting and then applying spraw of bitumen @ 15 kg 10 M2.finishing with key aggregate @ 0.13 M3/ M2 in proper grade ,camber or superelevation and roilling the same with power road roller and finishing the surface with template,including the cost of light,barrier,danger signel and chowkidar,making and maintaining diversion including cost of all labours,cost to P.O.L. and all other lubricants and also hire charges of road roller with DMR all complete job as per specification and direction of E/I Previous North Chhotanagpur S.O.R. item no. 6.3.21 (A)
1704.38
-
230.03
Providing and applying track coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification clause 503 S.O.R. item no. 5.2(!)
1704.38
-
11.72
Providing laying and rolling of open- graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 80-100 KN static roller capacity,finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification clause 508 By manual means with Bitumen (S-65) S.O.R. item no. 5.9 Case-1(!!)
1704.38
-
116.08
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using Type A as per Technical Specification clause 510 S.O.R. item no. 5.12A Case-1(!!)
1704.38
-
57.27
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary km post S.O.R. item no. 10.10 (!!)
1
-
1636
Providing and fixing of Informatory Signboard with logo as per specification and drawing. Three MS plates of 1:6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x5 mm.All section of framed posts and steei tube will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and Annexure 1700.1 S.O.R. item no. 10.16
1
-
10563
Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message letters, figures with reflective engneering grade tape as per MORD specification of required shade and colour.Supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/S flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M- 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 S.O.R. item no. 10.3 B
1.8
-
2407
E/W in excavation for structure as per drawing and techanical specification clause 305.1 including setting out construction of shoring and brading removal of stumps and other deleterious material and disposal up to a lead of 50m dressing of sides and bottom backfilling in trenches with excavated suitable material.sor no item no-11.1(i)
21.6
-
239.08
Providing and laying of dry rubble flooring complete as per drawing and technical specificcation clauses 1303.3 sor item no-14.8
2.7
-
1789.75
Providing Plain /Reinforced cement concrete on top of wall complete as per all complete as per drawing and technical specification Pcc grade m-15 sor item no 12.5 (i)(i)
3.6
-
3732.14
Stone masonry work in cement mortar in foundation complete as per drawing and techanical specification clauses 702,704,1202,1203 Providing Random rubble Stone masonry in C M (1:4 ) in foundation sor item no 11.6(iii)(ii)
9.18
-
3336.53
Stone masonry work in cement mortar in sub structure complete as per drawing and techanical specification clauses 702,704,1202,1203 Coarse rubble masonry in C M (1:4 ) in s/s sor item no 12.4(iii)(ii)
1.22
-
3470.27
Providing Plain /Reinforced cement concrete in sub structure complete as per drawing and technical specification and direction of E/I. Pcc grade m-15 sor item no 12.5 (I)(i)
1.62
-
3921.76
Furnishing and placing reinforced /prestressed cement concrete in super structure as per drawing and technical specification pcc grade -m-25 in deck slab sor item no 13.1(ii)
3.6
-
4946.78
Supplying fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification sor item no 12.7
0.52
-
59808.35
Plastering with cement mortar (1:4) 15mm thick on brick or stone masonary work in substructure as per technical clauses 613.4&1204 sor item no -12.33
29.4
-
127.24
Earth work in excavation in foundation trenches in all hard soil ….do…….do…all complete job as per specification and direction of E/I 5.1.1
882.64
-
109.36
Providing sand filling in foundsion trenches .do…….do…all complete job as per specification and direction of E/Io 5.1.10
77.88
-
223.35
providing 75B brick flat soling ….do…….do…all complete job as per specification and direction of E/I 5.6.3
1022.34
-
231.26
Providing RCC M20 with nominal mix of (1:1.5:3) in foundation….do…….do…all complete job as per specification and direction of E/I 5.3.5.1
233.64
-
5829
Providing TMT steel reinforcement ….do…….do…all complete job as per specification and direction of E/I 5.5.5
28.86
-
65841.84
Providing RCC M20 with nominal mix of (1:1.5:3) in slab of desired size….do…….do…all complete job as per specification and direction of E/I 5.3.30.1
155.76
-
5489.86
carriage of material cement
162.8
-
156.43
sand
260.26
-
271.44
stone chips
333.97
-
441.67
steel
28.89
-
156.43
bricks
33.22
-
1293.14
Add 12% GST
1
-
784435.83
Add Labour Cess 1%
1
-
73213.84
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