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₹ 68,31,000
Costs
EMD
₹ 51,233Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
160917Tender No
160917Tender 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)
126.41
80
10113
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)
2952.23
223
658348
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
688.5
1423
979736
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
28.12
1363
38334
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
243
2789
677727
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
270
277
74790
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: 98-2 011, 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
30
553
16590
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
450
4391
1975950
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)
2
410
820
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.
54
67
3618
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
173.69
146
25359
Plain cement concrete complete as per drawing and Technical Specifications
(i)PCC Grade M-15
172.54
3768
650141
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.
67.5
2079
140333
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.
101.25
2413
244316
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 ConcreteCement (B ) Concrete Grade M-15 & M-20
53.24
348
18528
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
7.5
400
3000
Providing and laying Reinforced Cement Concrete pipe NP 3 /
prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixingcollar 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
42.22
905
38209
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
179.11
146
26150
Sand Filling in Foundation Trenches as per Drawing &
Technical Specifications.
21.07
1234
26003
2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A Using concrete mixer
(i) PCC Grade M15
14.05
4613
64803
(ii) RCC Grade M20
75.78
5247
397618
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
62.34
5551
346049
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
5.15
5603
28867
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
7.8
6973
54389
4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
1.3
70101
90795
3.17 Providing and fixing in position tar paper bearing for slab
as per approved drawings and specification.
6
66
396
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.
6
1204
7224
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.
62.4
321
20030
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.
29.62
1926
57048
Total
-
-
6830979
Sub Divisinal Officer
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Public Works Department
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Lormi Sub Division, Lormi
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