Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date6 Nov 2024
Closing Soon25 Nov 2024
Tender Amount₹ 84,38,000
Costs
EMD
₹ 63,285Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
160921Tender No
160921Tender 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)
3378.04
223
753302
Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment 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)
2130.22
250
532555
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
803.25
1423
1143025
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)
(b) For Sub-base cum drainage layer or upper sub-base with (ii) Grading-VI Material
33.75
1363
46001
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)P.C.C. M-10
283.5
2789
790682
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
315
277
87255
6.7 Providing and laying un-reinforccd cement concrete without Dowel bars inoluding formwork and expansion, contraction & longitunal joints as per desing and as per IRC -62-2014,over a prepared base aper approved mix design and finishing to lines and grade as per Drawing for pavement thickness less than 200mm in low volume Roads
(i)PCC Grade M-30 with minimum Cement Content @375kg/cum
525
4391
2305275
Retro- reflectrorized Traffic signs (Providing and fixing of retro-reflectrorized cautionary, mandatory and ormatory sign as per IRC :67-2012 made of retro-reflective type ting vide clause 801.3,fixed over aluminum sheeting of quired thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x 75 mm x 6mm firmly fixed to the ground by means of properly ed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60cm below ground level as per approved drawing and painting all components of the signs and supports as of IRC:67-2012) Amd 01.Dt. 12.10.15
C Made of Class -A High Intensity Super Engineering Grade Sheeting of Type II (for ODR &Village Road)
b) With Aluminum Sheeting of 1.5 mm thickness
(i) 600 mm equilateral triangle
1
2506
2506
(ii) 600 mm circular
2
3184
6368
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 retro-reflective type sheeting and vide ause 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 5 mm supported on 2 Nos. mild steel angle iron posts of size 75 mm x 75 mm x 6 firmly fixed to the ound with M 15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) C Made of class - A High intensity Micro prismatic grade Sheeting of Type 1 (for ODR &Village Road)
1.44
8115
11686
(ii) Ordinary Kilometer stone (Precast) (1+7)
1
1460
1460
(iii) Hectometer stone (Precast)
3
410
1230
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.
32
1491
47712
Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate ming to IS:736 -Material Designation, 24345 or 1900) end ective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same th four Nos. high strength nails confirming to 1S:1367 on trees at site each.
70
67
4690
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 Up to 3 m depth
110.69
146
16161
Plain cement concrete complete as per drawing and Technical Specifications
(i)PCC Grade M-15
102.29
3768
385439
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 and as per clause 2504.
33.75
2079
70166
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.
50.63
2413
122158
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 . )
D1000 mm dia
10
5370
53700
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
47.23
905
42741
2.1 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.
I Ordinary soil(i) Upto 3 m depth
234.58
146
34249
Sand Filling in Foundation Trenches as per Drawing &
Technical Specifications.
26.14
1234
32258
2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A Using concrete mixer
(i) PCC Grade M15
17.43
4613
80394
(ii) RCC Grade M20
106.74
5247
560049
2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per
drawing and technical specifications as per section 1600.
1.07
68693
73321
3.6 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
(i) R.C.C. Grade M-20
92.31
5551
512437
3.6 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 concrete Mixer
(i) R.C.C. Grade M-20
13.76
5603
77097
3.7 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.
2.3
69002
158646
4.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).
D RCC Grade M30
I For Solid Slab Super Structure
(a) Using Concrete Mixer
(i) Height upto 5m
20.4
6973
142249
4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
2.04
70101
143006
3.17 Providing and fixing in position tar paper bearing for slab
as per approved drawings and specification.
8
66
528
Filler joint
B Providing & fixing 20 mm thick compressible fiber board (12
m long x 25 cm deep ) in expansion joint complete as per
drawing & Technical Specification.
8.6
1204
10354
4.4 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.
3.6
11847
42649
3.8 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.
47.7
321
15312
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.
2.58
2079
5374
Providing and laying Pitching 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 section 2504.
A Stone/Boulder
5.17
2413
12474
Providing and laying of Filter media with granular
materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of MORT&H
specifications to a thickness of not less than 600 mm with
smaller size towards the soil and bigger size towards the wall
and provided over the entire surface behind abutment, wing
wall and return wall to the full height compacted to a firm
condition complete as per drawing and technical
specifications 710.1.4 of I.R.C. 78 and 2200.
34.63
1926
66697
Total
-
-
8438042
Sub Divisinal Officer
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Public Works Department
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Lormi Sub Division, Lormi
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