Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date14 Feb 2023
Closing Date28 Feb 2023
Tender Amount₹ 2,28,05,379
Costs
EMD
₹ 2,28,054Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_86193_4Bid Award Id
ViewTender No
RWCCESNG-27 Of 2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
5132
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6.1
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Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per direction of Engineer in charge & Clause 201 of of MoRD Specification for Rural Roads (1st Revision).
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380.54
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1161.71
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Construction of embakment with approved materials obtained from borrow pits with all leads and lifts transporting to site by mechanical means spreading grading to required slope compacting to meet the requirements of table 300.2 and clause 305 of MOSRTH specification for road and bridge works (4th revision) and as per the direction of the Engineer-in-charge.
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1882.08
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124.97
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Construction of Shoulder with approved material obtained from borrow pits with a lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 with a lead upto 5000 m as per Technical Specification Clause 303.1 of MoRD and as per the direction of the Engineer-in-charge.
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300
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152.96
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Construction of Granular sub-base by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator, to achieve PI value less than 6 and compacting at OMC with smooth wheel roller to achieve the desired density, complete as per Technical Specification and direction of the Engineer-in-Charge.
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283.5
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954.15
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Providing and laying , spreading and compacting stone aggregates of specific size for Water Bound Macadam as per specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to propper grade and camber, applying and brooming, crushable screening / stone screening , binding materials to fill-up the interstices of course aggregate, watering and compacting to the required density as per per direction of Engineer-in-charge.
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-
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Grading No.-II
112.5
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2525.59
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Grading No.-III
112.5
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2604.57
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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 the direction of the Engineer-in-charge.
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1500
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38.16
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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 the direction of the Engineer-in-charge
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1500
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40.84
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness using 0.18 cum of 13.20 mm and 0.09 cum of 6.7mm sized crushed stone chipping and 14.60 kg penetration grade of bitumen for 10 sqm including hire and running charges of PRR, Hotmix plant, Bitumen boiler and all other T&P articles including cost and conveyance of chips and bitumen complete as per specification and direction of the Engineer -in charge.
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1500
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194.01
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Providing & applying 6mm thick pre coated seal coat using 0.06 cum of 6.7 mm size chips down graded as per sieve analysis; 6.8 kg. of bitumen for 10sqm including hire & running charges of PRR; other machineries, labour, T&P including cost of bitumen required for the work etc complete as per specifications and direction of the Engineer -in charge.
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1500
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101.47
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Fine dressing & turfing including transportation of turfs by mechanical means with all leads & lifts & placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-charge.
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2250
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29.74
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Earthwork in excavation in all kinds of soil within initial lead of 50m. and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
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150
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219.8
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Earthwork in excavation in cutting 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.
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-
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Overburden
2565.15
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166.3
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Earth work excavation in foundation in Hard soil within all leads and lifts including shoring, shuttering, propping bullahs, piling, dewatering from the foundation, supply & working of pumps stacking the excavated material away from the work in site etc complete as per the direction of the Engineer in Charge.
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1315.6
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257.75
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Earth work excavation in foundation in Hard and compacted sheet rock within all leads and lifts including shoring, shuttering, propping bullahs, piling, dewatering from the foundation, supply & working of pumps stacking the excavated material away from the work in site etc complete as per the direction of the Engineer in Charge.
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394.68
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611.8
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Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per clause 1203.2.3 of MORD specification & as per the direction of the Engineer-in Charge
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126.38
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5184.01
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Cement concrete of M-15 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge.
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456.76
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4828.3
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RCC of design mix of M-25 grade having specified characteristics compressive strength/ target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded.sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) as per clause 1205 of MORD SP, 1206, 1401.4.3, 1404.3 as per the direction of the Engineer-in Charge
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Deck Slab
208.02
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8120.25
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Railing & Post
79.88
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2556.1
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RCC of design mix of M-30 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) as per clause 1404.03, 1404.4, 1404.1 as per the direction of the Engineer-in Charge
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Up to Bed level
292.54
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5933.65
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Above Bed Level
157.66
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7429.94
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Abutment & pier cap
8.23
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8616.9
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Dirt wall
2.48
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9756.35
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Wearing coat
22.34
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6243
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Approach slab
19.34
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6717.8
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Wing wall
48.32
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13364.65
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Retaining wall
51.94
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7429.95
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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) as per clause 1001 of MORD specification.
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892.32
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8753.75
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Supplying and filling foundation & plinth with good clean river sand including watering to complete saturation & ramming complete with all leads & lifts including cost. conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete (measurement will be taken for compacted section) as per direction of Engineer-in-Charge.
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22.5
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699.3
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Back filling with granular material behind abutment, wing and return wall complete as per drawings and technical specification Clause 1201.3.8 of MoRD and as per the direction of the Engineer-in-charge.
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Granular Material
3.97
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659.53
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Sandy Material
898.03
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1106.7
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Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and as per the direction of the Engineer-in-charge.
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200
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647.49
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Providing 600mm thick filter media in the rear of abutment and wing walls with 5cm size and down graded hand broken granite metal of approved quality from approved quarry including cost, conveyance, royality and taxes of all materials T&P articles required for the work etc complete as per specification & direction of the Engineer-in-Charge.
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103.59
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2221.05
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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 Clause 1701 and Annexure 1700.1 of MoRD and as per direction of the Engineer-in-charge.
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2
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25000
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Providing fitting & fixing stripseal expansion joints with M.S. Angles 75mm. X 75 mm. X 6 mm. at the edges of the slab with suitable anchoring arrangements by 12mm. M.S. Bars as per MoST design & drawing including fitting, fixing & welding with 6 mm. plates & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge as per clause 1403 of MoRD specification.
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A
30
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9225.96
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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 T&P 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 as per clause 1301.3
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427.18
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1994.84
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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 T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge as per clause 1206.6 of MoRD specification.
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128.6
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139.25
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Providing, fitting, fixing Tar Papers including all cost, carriage, taxes etc complete as per specification & direction of Engineer-in-Charge.
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31.38
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17.17
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Painting two coats over a coat on concrete surface with waterbased cement paint to unplastered concrete surfaces etc. complete as per specification & direction of Engineer-in Charge.
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-
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Waterbased cement paint
542.66
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140.57
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