Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of H.l. Bridge Over Rukuna Nallah On Kaleipada To Sarangapur Road
Description
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Contact
Tender Id
2021_CERWI_73267_1Bid Award Id
ViewTender No
Bridge Online-AGL-15/2021-22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken hard granite broken 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 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 specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.
-
-
-
With dewatering
134.72
-
4951.19
Without dewatering
9.21
-
4893.02
Cement concrete (1:2.5:5) M-15 in foundation & plinth using with 12MM crusher broken hard granite broken chips 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 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 specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.
-
-
-
In foundation
499.74
-
4669.3
RCC of design mix of M-250grade 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 12 mm to 20mm. .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
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-
-
& 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)
-
-
-
Deck Slab
281.88
-
8608.65
Railiing and Post
101.12
-
2293.92
RCC of design mix of M-300grade 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 12 mm to 20mm. .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
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-
-
& 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)
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-
-
Foundation
-
-
-
Abutment & Pier
273.97
-
5779.86
Abutment & Pier shaft
159.31
-
7122.7
Abutment & Pier Cap
10.08
-
8200.05
Dirt wall
2.48
-
9234.35
Retaining Wall /Wing wall
42.29
-
12509.5
Approach Slab
19.26
-
6476.3
Wearing Course
28.98
-
6045.35
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)
922.05
-
7651.86
Supplying & filling good clean river sand inside the well/approach road 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.)
206.25
-
597.3
Providing fitting & fixing expansion joints with bitumen joint filler 12 mm. thick & joint sealing compound at top with cost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
-
-
-
Strip seal expansion joint
37.5
-
9225
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 as per specification and direction of the Engineer-in-charge including cost, conveyance royalty and taxes of all materials T&P articles required for the work etc. complete.
80.6
-
2026.85
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.
546.08
-
1801.92
Providing and laying Tar paper as per direction of the Engineer-in-Charge
44.5
-
17.17
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.
79.2
-
138.4
Providing granular sub-base using sand & gravel with required proportion having CBR value not less than 20 & PI value not more than 6 mix with required proportion of sand of approved quality including quarrying, collecting, conveying & stacking at work site or at approved stacking yard beyond the trafficable berms for premeasurement good laterite moorum of approved quality from approved quarry including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for conveying from stacks, stacked at work site or at approved stacking yard spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the required density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer-in-charge ( quantities should be stacked in regular box heaps of size 1.5m. X 1.5m. X 0.5m. to be measured as one cum)
349.65
-
940.65
Fine dessing and turfing including transportation by mechanical means with all leads and lifts and 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 E-I-C.
2365
-
27.78
Reinforced cement concrete M-15 Grade BOUNDARY PILLAR of standard design as per IRC-25-1967 ,Fixing in position including finishing and lettering but excluding painting etc complete
104
-
769.46
Earth work in all kinds of soil in approved borrow areas including all leads & lifts & carriage with mechanical means on properly prepared & scientifically approved surface including spreading leveling earth in 22.50 cm. layers to make ready for compaction with PRR to bring it upto OMC condition as per specification & direction of Engineer-in-Charge.
1633.5
-
132.34
Earth work in all kinds of soil in approved borrow areas including all leads & lifts & carriage with manual means on properly prepared & scientifically approved surface including spreading leveling earth in 22.50 cm. layers to make ready for compaction with PRR to bring it upto OMC condition as per specification & direction of Engineer-in-Charge.
1089
-
257.02
Loosening of the ground upto a level of 500mm below below the sub-grade level, watered, graded and compacted in layewrs to meet requirements of table300-2 for sub grade construction & clause 305 of MoSRT&H specificatins for road & bridge works.
2268.75
-
30.39
Providing and applying two coats of water based cementy paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efforescense and applying paing @ 1 litre/02 Sqm.
135.5
-
115.07
Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trasnporting to site, spreading, grading to reaquired slope and compacted to meet requirements of table NO.300-2.
412.5
-
160.33
Providing 75mm. compacting thickness metalling with following size of metal including quarrying, collecting, conveying & stacking at work site or at approved stacking yard beyond the trafficable berms for premeasurement of hard stone metal of approved quality from approved quarry including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for conveying from stacks,stacked at work site or at approved stacking yard spreading & laying metal of all sizes in layers to proper camber & grade including hand packing & compacting with PRR conveying moorum from stacks,filling the interstics spreading the same over the metalled surface in required quantities watering,including carriage of water consolidating with PRR including hire & running charges of PRR & all other machineries cost & conveyance of water T&P articles excluding the cost of metal & moorum required for the work etc. complete as per specification & direction of the Engineer-in-Charge (measurement will not be taken for quantity of filler materials, compacted thickness to be measured as 75mm. thick)
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-
-
(i) IRC Grade-II
163.12
-
2341.21
(ii) IRC Grade-III
163.12
-
2420.19
Providing & applying premix seal coat using 0.06 cum of 6mm. Size chips & down graded as per sieve analysis & good river sand & 6.8 kg. of bitumen for 6.8kg. Of bitumen for 10sqm including hire & running charges of PRR & other machicries labour, T&P,cost and carrriage of bitumen required for the work etc. complete.
2175
-
88.99
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 coating as per Technical Specification Clause 508 of MoRD including cost, lead, lift royality and taxes of all materials required for the work by manual means etc. complete and as per direction of the Engineer -in- charge.
2175
-
171.86
Providing bituminous Tack Coat of bituminous materials @ 2.5kg/ 10 Sqm on existing Bituminous surface including Cleaning the existing Bituminous surface complete as directed by the Engineer in charge and as per MORTH Technical Specification Clause No. 503 and 501.
2175
-
13.14
Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and sparying primer at the rate of 0.7-1.0 kg/sqm as per Technical Specification Clause 502.
2175
-
25.23
Back filling behind abutment, wing wall & return wall complete including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.
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-
-
Gravel
132.89
-
676.14
Sand
1104.88
-
1054.3
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