Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date25 Oct 2024
Closing Date18 Nov 2024
Tender Amount₹ 7,95,83,000
Costs
EMD
₹ 3,97,915Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
160492Tender No
160492Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
17066.39
223
3805805.19
Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
20526.48
250
5131620
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
(A) Plant mix method (with Mechanically crushed stone only) (a) For Lower Sub-base with (i) Grading-III Material
8090.13
1423
11512254.99
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)
3077.74
1434
4413479.16
Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) On WBM / WMM surface @0.85 Kg/sqm.
10966.39
64
701848.96
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
10978.02
17
186626.34
Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.) (B) With mechanical paver finisher (ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%)
659.11
7916
5217514.76
Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) (B) With mechanical paver finisher
(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
439.34
9812
4310804.08
Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.)
990
2332
2308680
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.) (i) With Cement concrete grade M-40 and minimum cement content @ 400 kg/cum.
1980
4926
9753480
Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. (B) With smooth wheeled roller
1485
277
411345
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings. (i) Single row for one utility service
136
553
75208
Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets) B 600 mm dia
102
2459
250818
Construction of RCC Drain/Cover/Chamber i) Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
1464.67
140
205053.8
Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20
480.6
4146
1992567.6
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
14
56301
788214
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
1204.11
3768
4537086.48
Retro- reflectrorized Traffic signs (Providing and fixing of retro-reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of required thickness supported on a mild steel frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2 of IRC : 67-2012) (C) Made of Class A High Intensity Super Engineering Grade Sheeting of Type II (for ODR & Village Roads) (a) With Aluminum sheeting of 2mm thickness (i) 900 mm equilateral triangle
20
3831
76620
800 mm x 600 mm rectangular
10
4507
45070
With Aluminum sheeting of 1.5mm thickness (vi) 600 mm x 600 mm Square
12
3598
43176
Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign as per IRC:67-2012 made of reflective type sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm and fixed on a mild steel frame of size 40 x 40 x 6m m,suported on 2 Nos. mild steel angle iron posts of size 75 x 75 x 6 mm , firmly fixed to the ground with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing) (C) Made of Class A High Intensity Micro Prismatic Grade Sheeting of Type I (for ODR & Village Roads)
21.6
7970
172152
Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) Ordinary Kilometer stone (Precast)
3
1460
4380
Hectometer stone (Precast)
12
410
4920
Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.
35
1491
52185
Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each.
690
67
46230
Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973)
650
267
173550
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) (A) Ordinary Soil Upto 3m depth
1166.83
146
170356.62
Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) (D) 1000 mm dia
140
5370
751800
Back filling behind abutment wing wall and return wall complete as per drawing and technical specification 710.1.4 of I.R.C. 78 and 2200 (i) Granular material
774.52
905
700940.6
Excavation For Structures (Earth work in excavation of foundation of structures as per drawing and technical specification. Including setting out, construction of shoring and bracing. Removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.)
A) Ordinary Soil Upto 3m depth
297.32
146
43408.72
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition)Upto 3m depth
113.02
29
3300.18
Ordinary rock (not requiring blasting)
1090.62
246
268292.52
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition)
1090.62
49
53658.5
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A) Using cocrete mixer
i) PCC Grade M15
1101.92
4613
5083156.96
RCC M -30 Grade
386
5992
2312912
Supplying, fitting and placing HSD bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
30.88
68693
2121239.84
Taking exploratory boring 100mm dia at the location of piers and abutment or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications.
(I) Upto 1.0m. Below bed level
5
5951
29755
Beyond 1.0m upto 5.0m depth
20
1300
26000
Beyond 5.0m depth
30
1475
44250
Providing and laying plain/Reinforced cement concrete in sub-Structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).
D Height upto 5m (a) Using cocrete mixer (iii) R.C.C. Grade M-30
189.34
6370
1206095.8
Supplying, fitting and placing HSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.
17.04
69002
1175835.48
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V : 20 H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200.
38
321
12198
Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming irc83 part II complete including all accessories as per drawing and Technical specification section 2000 and 2200.
93600
1
93600
Furnishing and placing Reinforeced/Prestressed cement concrete in Super-structure as per drawing and Technical specification section 1500, 1600 and 1700 ( Newly laid concrete shall be covered by gunny bags ) B RCC Grade M-30 i Solid Slab super structure (a) Using cocrete mixer (iii) Height upto 5.00 m
252.38
6973
1759845.74
Supplying, fitting and placing HSD ( High strength deformed steel ) bar reinforcement in super-Structure complete as per drawing and technical specifications.
24.14
70101
1691901.66
Providing and laying c.c. wearing coat R CC M -30 Including reinforcement as per specifications
39.38
11847
466534.86
Construction of precast RCC railing of M30 Grade in -situwith 20 mm, aggregate size true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 , centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawingand technical specifications as per relevant clauses of section 1500, 1600, 1700 and 2703 (vide drwaing No. SD/202, SD/304)
140
1819
254660
Drainage Spouts complete as per drawing and Technical apecification of section 2705.
48
2007
96336
PCC M-15 leveling course below approach slab section 2700
10.53
4437
46721.61
Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704
21
9467
198807
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)
42
11124
467208
Painting on kerbs in black and yellow alternate including cost of material and labour complete as per drawing and specifications as per clause 803. With Road Marking Paint.
144
56
8064
Painting on concrete surface of R.C.C. Railling ( providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt dust grease efflorescence and applying paint @ 1 litre for 2 sq. m )
151
151
22801
Providing and fixing of Av. 20mm thick Granite plate including cutting and polishing and inscribed details as per approved drawing I/c engraving the matter as desired.
4
6600
26400
Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specification (As per I.R.C.S.P.51)
125
850
106250
Direction and Place Identification signs with size more than 0.9sqm size board. (Providing and erecting direction and placeidentification retro- reflectorized sign as per IRC:67-2012 made ofMicro prismatic grade type reflective sheeting vide clause 801.3,fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm,2 Nos. firmly fixed to the ground by means of properly designedfoundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing)
C) Made of Class-A High Intensity Micro Prismatic Grade sheeting of Type I (for ODR & Village Roads)
2.52
8115
20449.8
Provding and Fixing guard Stones 200x200x900 mm madeof precast RCC M20 grade fixed at 300mm into the ground in P.C.C.1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation.
108
431
46548
Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504.
625.61
2413
1509596.93
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504.
417.08
2079
867109.32
Metal Beam Crash Barrier
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3)
43.57
2602
113361.33
Granular Sub-base as per Table:- 400-1
Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material
420
1372
576240
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory 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.) B) Grading- II ( 53 to 22.4 mm size aggregate) i) Using Screening Crushable type such as Moorum or Gravel
84.38
1476
124544.88
Total
-
-
79583113.01
Sub Divisional Officer
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Public Work Department
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Raigarh Sub Division, Raigarh
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