Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_77905_1Bid Award Id
ViewTender No
CCE-BLS-NCB-332Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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PCC M-15 with 4cm. Size hand/crusher broken hard granite metal of approved quality from approved quarry including hoisting,lowering and laying in position in layers not exceeding 15cm. Thick with proper packing and ramming by means of vibrator to proper slope & level including curring, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty & taxes of all materials required for the work including supplying & working of pumps and all other materials required for the work & all other materials for the work, T&P articles, finishing the exposed surface smooth as per specification & direction of the E-I-C providing grooves & all beads where necessary etc., complete in all respect.
106.53
-
4643.5
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Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.clause no. 1100 & 1700 as per specification & direction of the E-I-C.
960.15
-
9277.24
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Providing Steel Liner 8mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed Drawing as per specification & direction of the E-I-C.
391.71
-
10838.86
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Supplying, Providing & laying Plain cement concrete M-35 grade (cast-in-situ) in nominal mix below pile cap with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as levelling course as per drawing and technical specification section 1000, 1500 & 2100 of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge
347
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7124.72
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R.C.C. of M-30 of controlled quality having minimum cube strength of 250kg./sqcm. On 150mm. Cube at 28 days with clean hard crusher broken granite chips of 12mm. Size consistent with strength & cover of concrete of approved quality from approved quarry of IRC grading using minimum quantity of cement as per clause 303.5 of IRC-21-1987 & IS-456-1987 including hoisting, lowering & laying concrete in layers to the required thickness not exceeding 15cm. in thick & compacting each layer by means of vibrator as per direction of the Eingineer-in-charge including watering & curring & steel shuttering & finishing the exposed surface smooth, providing grooves and beads where necessary with working of pumps & other T&P machinaries as may be required for the work including cost,conveyance, royalty,taxes etc., of all materials required for the work complete in all respect including cost of all labour excluding cost conveyance of MS/TS rods labour for straightening, cutting, bending, binding & tying the grills and placing in proper position as per specification & approved drawing.Abutment & Pier Shaft
161.72
-
7255.3
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M30 Grade Abutment, Pier cap & Conical Portion
10.74
-
7208.55
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M30 Grade Dirt Wall
2.61
-
9266.95
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Deck Slab
336.2
-
11770.45
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M-30 Wearing Coat
34.52
-
13241.59
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M30 Grade Return Wall
4.65
-
7208.55
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M30 Grade Wing Wall
3.21
-
9175.19
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Approach Slab
19.34
-
10740.34
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Road Kerb
16.03
-
5799.2
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Providing R.C.C. M-25 in superstructure grade using 20mm & down graded size h.g. chips of approved quality including hoisting laying concrete with rigid smooth centering / shuttering, necessary scaffolding, cost & conveyance of materials, labour, royalty, taxes, curing but excluding cost of reinforcement etc.complete as per direction of the Engineer-in-charge. (i) Railing & post
12.05
-
5901.5
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Providing, fitting and fixing Strip seal expansion joint board with sealing the top with sealing compounds including cost of all materials etc.complete as per direction of the Engineer-in-charge..
50.7
-
9225.97
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Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
295.4
-
106.45
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Providing & laying of filter media with stone crushed aggregates of 45mm size satisfying the requirement s laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600mm withg smaller size towards the soil & bigger size towards .
19.33
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2285.25
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Back filling behind abutment, wing wall and return wall etc.complete as per drawing and Technical sprcification (Sand) (Gravel Backing) as per direction of Engineer-in-charge.
20.44
-
789.65
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Painting two course with approve weather coat etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
181.01
-
68.65
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Painting two course with approve synthetic enemel paint etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
71.26
-
60.3
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Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)
2510.58
-
10020.1
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Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge.
90
-
1731.9
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Providing and fixing of typical BSY 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 .
2
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11521.27
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC 67-2012 made of class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting,2.00 mm thick as per Clause 6.5.2 of IRC 67-2012 or A.C.P used for sign board with a thermoplastic core of low density polythene (LDPE between thick sheets of aluminum with over all thickness of 4 mm and aluminium thickness of 0.5 mm on both sides supported on mild steel angle post 75 mm x 75 mm x 8 mm ,2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S. angle of size 50 mm x 50mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45 cm x 45 cm x 75cm ,60 cm below ground level as per approved drawing including cost ,conveyance, royality , taxes of all materials labours, , excavation,curing etc. complete , under super vision of Engineer-in-charge (800 mmx1200 mm Rectangle)
2
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13765.95
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Clearing and grubbing road land including rank vegitation, grass, bushes, shrubs, sapplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. all complete as per direction of the Engineer-in-charge.
2100
-
6
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 KMs spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRT&H Specifications for Road & Bridge works (4th Revision)
8435.03
-
129
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Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with ibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H pecifications for Road & Bridge works (4th Revision)
489.17
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1862.25
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water ound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision)(WBM-II)
205.31
-
2608.37
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water ound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision)(WBM-III)
205.31
-
2654.02
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoRT&H Specifications for Road & Bridge works (4th Revision)
2737.5
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37.9
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per Clause 503 of MoRT&H Specifications for Road & Bridge works (4th Revision)
2737.5
-
13.3
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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 as per Technical Specification Clause 508 of MoRD including cost, lead, lift royality and taxes of all materials, hire & running charges of mechinaries , etc complete and as per direction of the Engineer -in- charge.
2737.5
-
184.03
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Labour for laying 6mm thick Precoated Seal coat type B using 0.06cum of 06 mm size and down graded as per sieve analysis and 6.80kg of bitumen per 10sqm and applying tack coat 2kg of bitumen for 10sqm including hire and running charges of P.R.R. Hot mix plant tar boiler, cost, carriage and royalty etc. complete as per direction of the Engineer in Charge.
2737.5
-
96.55
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Providing and laying sub-base (With Moorum) in shoulders in layers not exceeding 100mm watering and compaction to the required density in O.M.C. with PRR including cost and conveyance, royality and taxes of sub-base materials etc. complete as per direction of the Engineer-in-charge.
262.5
-
1114.69
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Supplying & fixing 15cm dia 1.0m long guard posts of RCC M-20 using 7.5 Kg of steel for each guard post with 20 mm size h.g. stone chips including cost of reinforcement, materials, centering & shuttering, watering but excluding cost of gunny bags etc. complete as per direction of the Engineer-in-charge.
700
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611.4
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Earthwork in excavation in foundation in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
552.58
-
166.6
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Plain/reinforced cement concrete M-15 in sub-structure complete as per drawings and MORD technical specification Clauses 800,1200 and as per direction of the Engineer in charge
552.15
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4746.6
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Providing and laying reinforcement cement concrete NP-3 Pipe for culverts including fixing colar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonery works in head walls and parapets as per Clause 1100 of MORD specification and as per direction of Engineer-in-Charge. (a) 1000 mm Dia HPC Double Row
15
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11036
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