Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date6 Nov 2024
Closing Date27 Nov 2024
Tender Amount₹ 9,22,99,000
Costs
EMD
₹ 4,61,495Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
160677Tender No
160677Tender 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 Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted
to meet requirement of table 300-2)
6064.23
80
485138
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including
loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.
5530.1
95
525360
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
13653.38
1423
19428753
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.)
12393
1434
17771562
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.
49572
64
3172608
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
45900
17
780300
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%)
2295
7916
18167220
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 %
1377
9812
13511124
Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBRnot 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
7068
277
1957836
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
120
553
66360
Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm 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.
200
431
86200
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters)
3000
44
132000
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.)
192
140
26880
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
63
4146
261198
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
3.47
56301
195477
Plain cement concrete complete as per drawing and Technical Specifications
i) PCC Grade M 15
36
3768
135648
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 including dewatering etc. complete. Ordinary soil (i) Upto 3 m depth
403.2
146
58867
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A Using concrete mixer
(i) PCC Grade M15
44.8
4613
206662
PCC Grade M20
156.8
5247
822730
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).
(A) Height upto 5m
(a) Using concrete Mixer
(ii) P.C.C. Grade M-20
94.5
5551
524570
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 face. Complete as per drawing and Technical specifications section 2706 and 2200.
420
321
134820
Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.
6.28
69002
433505
Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 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 paiting all compnents of the signs and supports as per clause 7.2 of IRC:67-2012
B Made of Class A high intensity miccro prismatic grade sheeting of type IV (For MDR)
(a) With Alumimum sheeting 2 mm thickness
(i) 900 mm equilateral triangle
14
4631
64834
800 mm x 600 mm rectangular
5
5605
28025
With Alumimum sheeting 1.5 mm thickness
vi) 600 mm x 600 mm square
14
4421
61894
Direction and place identification sign 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 retro-reflective type sheeting and vide clause 801.3, fixed over aluminum sheeting 2mm thick with area execeeding 0.9 Sqm and fixed on a mild steel frame of size 40x40x5mm, firmly fixed nos. mild steel M15 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing.
B) Made of class - B High Intensity Micro Prismatic Grade Sheeting of Type IV (for MDR)
20.16
10372
209100
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)
i) 5th kilometer stone (precast)
3
2436
7308
Ordinary Kilometer Stone (Precast)
9
1460
13140
Hectometer stone (Precast)
48
410
19680
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.
72
1491
107352
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.
600
67
40200
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)
208.5
707
147410
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.) Ordinary soil. Up to 3 m depth
667.66
146
97478
Plain cement concrete complete as per drawing and Technical Specifications. PCC Grade M 15
448.56
3768
1690174
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
134.96
905
122139
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meters and as per relevant clauses of section-200 in i) Lime / Cement Concrete
B) Cement Concrete Grade M-15 & M-20
246.4
348
85747
Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of masonry works around pipes.
A) Up to 1000 mm dia
105
400
42000
Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
ii) P.C.C. M-15
63
3695
232785
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700.
49.88
11847
590869
Total
-
-
92298720
Sub Divisional Officer
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Public Work Department
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Bhaisma Sub Division, Bhaisma
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