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 Nandira Nallah
Description
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Contact
Tender Id
2022_CERWI_78656_1Bid Award Id
ViewTender No
Bridge Online AGL-04/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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BOQ Items
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil
-
-
-
i) Abutment Wells (7.5m dia. )
38.63
-
22113.95
ii) Piers 6.5dia. Wells
20.16
-
17965.38
Labour for sinking in Soft rock in diametre 7.5mtr/6.5mtr wells
-
-
-
i) Abutment Wells (7.5m dia. )
10.17
-
202734.12
ii) Piers 6.5dia. Wells
3.68
-
152275.85
Labour for sinking in hard rock in diametre 7.5mtr/6.5mtr wells
-
-
-
a) Abutment left 7.5m dia. Well
1.22
-
411539.46
b) Piers 6.5dia. Wells
0.6
-
309111.85
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
-
-
-
& 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)
-
-
-
(A) WELL CURB
122.94
-
9088.9
(B) WELL STEINING (BOTTOM 3M)
211.76
-
8457.84
(C) WELL CAPS
188.48
-
7876.8
(D) ABUTMENT& PIER SHAFTS
70.96
-
6773.53
(E) Wing wall
62.15
-
12289.71
(F) R.C.C. RAILING
122.4
-
3448.8
RCC of design mix of M-200grade 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
-
-
-
& 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)
-
-
-
(A) WELL STEINING
1375.65
-
7631.34
(B) APPROACH SLAB
15.75
-
5670.3
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
-
-
-
& 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)
-
-
-
(A) ROAD KERB
11.78
-
9641.94
(B) ABUTMENT &PIER CAPS
8.42
-
7876.76
(C) DIRT WALLS
13.01
-
8935.87
(D) SUPER STRUCTURE
255.88
-
19273.5
(E)WEARING COAT
34.43
-
6111.6
Cement concrete(1:2:4) using 10% extra cement in bottom plugging
202.08
-
4423.05
Cement concrete(1:2:4) in top plugging
25.45
-
4237.82
Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5(As per calculation sheet enclosed)
11550
-
171.63
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.
2500
-
18.69
Construction of Gravel/Soil Aggregate sub-base by providing well graded material of nominal maximum size grading 20 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kn Static Roller capacity to achieve tje desired density complete as per specification contained in para 2.2,3.6 and 3.7 of IRC SP 77-2008.
345.32
-
438.46
Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to required density as per Technical Specification Clause 405
-
-
-
WBM Grading II
137.65
-
2256.58
WBM Grading III
137.65
-
2285.02
Providing & applying Primer Coat with Bitumen Emulsion (SS)on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical means .( Output = 3500 Sqm)
1835.27
-
53.3
Providing and applying tack coat with bitumen Emulsion (RS) using Pressure distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision)
1835.27
-
17.39
Providing, laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using bitumen or emulsion(MS)(Cold Mix) @ 21.5kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant and rolling with a three wheel 80-100KN Static Roller Capacity, finished to required level and grades to be followed by premix seal coat as per Technical Specification Clause 508.2 of MORD and as per direction of Engineer-in-charge.
1835.27
-
196.38
Providing, laying and rolling of Premix Seal Coat of 6.7mm size chips using Slow Setting Emulsion(Cold Mix) @ 11kg/10sqm to fill up voids of premix carpet including mixing in a suitable hot mix plant & rolling with a three wheel 80-100KN Static Roller Capacity, finished to required level as per Technical Specification Clause 510 of MORD and as per Engineer-in-char
1835.27
-
83.94
Earth work in excavation in hard soil for foundation of structure as per approved Drawing & Technical Specifications and as per Clause - 301 & 304 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
183.6
-
173.25
Providing Concrete for Plain/ reinforced concrete in open foundation complete as per drawing and technical specifications Clauses 802,803,1202 & 1203
-
-
-
Bottom concrete
30.6
-
4237.82
In sub structure
285
-
4250
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)
1501.05
-
8565.09
Providing ,fitting, fixing neoprenen bearing including cost & taxes etc.
153600
-
1.01
Providing ,fitting, fixing expansion joints including cost & taxes etc.
22.5
-
2870.56
Providing ,fitting, fixing C.I. graded holes in deck slab including cost & taxes etc.
28
-
45.65
Filling sand well watered inside the wells
971.95
-
428.63
Rough stone dry packing using 30cm &above size H.G. stone including cost, carriage of materials etc.
1207.79
-
1569.23
Providing, fitting, fixing anchor bars inside wells
236
-
96.46
Levelling Hard rock surface under wells for piers & abutments
126.59
-
164.13
Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete.
120
-
131.67
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
43.88
-
2129.09
Back filling in between abutments & wing walls including all costs, carriage & royality etc complete.
255.94
-
643.15
Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD.
73
-
630.74
Providing and fixing of typical BSY Citizen informatory sign board as per MORD specifications and drawing. 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 and as per direction of Engineer-in charge
2
-
14992.17
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