Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date25 Jul 2024
Closing Date19 Sep 2024
Tender Amount₹ 59,22,01,000
Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Strengthing Work Of Tara-premnagar-ramanujnagar-krishnapur Road Lengt 27-00 Km. (ch. 0-5000, 5970-6800, 8330-10000, 15600-16500, 16600-22000, 22200-
Description
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Contact
Tender Id
156535Bid Award Id
ViewTender No
156535Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
... More
3.12 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) Cum. 223.00
2764
616372
223
... More
3.13 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)
Cum. 250.0
63723.89
15930971
250
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2.4 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 up to 1000 meters and as per relevant clauses of section-200 in
(i) Lime / Cement Concrete
B Cement Concrete Grade M-15 & M-20 Cum. 348.00
9
3132
348
... More
(ix) Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry
works around pipes.
A Up to 1000 mm dia Meter. 400.00
15
6000
400
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4.25 Cement Treated Crushed Stone Sub-base (Construction of granular sub-base by providing graded Material, mixing with cement in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting With vibratory power roller to achieve the desired density, complete as per clause 403)
A Plant Mix Method (Using by Mechanical Paver)
(i) Cement Treated Crushed Stone Sub- base (Grading-III Material) Cum 1885.00
69804
131580540
1885
... More
4.1 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 Cum. 1423.00
600
853800
1423
... More
(b) For Sub-base cum drainage layer or upper sub-base with
(ii) Grading-VI Material Cum. 1363.00
90
122670
1363
... More
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.)
36864.45
52863621
1434
... More
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.
235830
15093120
64
... More
5.2 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
269718.75
4585218
17
... More
5.25 Dense Bituminous Macadam (Providing and laying dense graded bituminous macadam with 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per 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
for Grading-I (37.5 mm nominal size bitumen content 4.0%) Cum 7719.00
12887.44
99478130
7719
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Bituminous Concrete (Providing and laying bituminous concrete with minimum 100-120 TPH capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total 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. 507 complete in all respects)
B With mechanical paver finisherfor Grading-II (13.2 mm nominal size) with bitumen 6.0%) Cum 10332.00
7732.46
79891802
10332
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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.
A With vibratory roller
14550
4234050
291
... More
3.20 Construction of RCC open drain
(ii) Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150
mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. Meter. 2592.00
1200
3110400
2592
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(i) Construction of RCC open drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC M-20 walls, 150 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 10 mm dia horizontal bars @ 150 mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c (L=1400 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
Meter. 4905.00
14700
72103500
4905
... More
9.9 Plain cement concrete complete as per drawing and Technical
Specifications
PCC Grade M 20 Cum. 4174.00
5672
23674928
4174
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3.25 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.)
Cum. 140.00
712
99680
140
... More
9.9 Plain cement concrete complete as per drawing and Technical
Specifications
PCC Grade M 15 Cum. 3768.00
89
335352
3768
... More
3.25 Construction of RCC Drain/Cover/ Chamber (ii) 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
Cum. 4146.00
2353.44
9757362
4146
... More
(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/ chamber complete as per Drawing and Technical Specifications. MT. 56301.00
141.21
7950061
56301
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8.45 Providing and fixing Solar Blinker Light 300 mm dia, LED Aspect made of FRP/Poly carbonate with battery backup fitted on 150 mm dia MS pipe - 3.0 metre long from the ground level, firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 60cm x 60cm x 60cm, below ground level. Each 22500.00
-
-
22500
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8.44 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 pipesubject 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 higherthan ground level to prevent entry of water and dirt, all as perIRC:98-2011 and approved drawings.
(i) Single row for one utility service Meter 553.00
1500
829500
553
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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.
700
301700
431
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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) Each 2436.00
7
17052
2436
... More
Ordinary kilometer stone (precast)
21
30660
1460
... More
Hectometer stone (precast)
108
44280
410
... More
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)
530
141510
267
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Multi-Directional Sign Board with Central Post Providing and erecting Multi-Directional Sign Board with Central Post and mounting four or three faces with 2 mm thick corrosion resistant aluminum alloy sheet reflectorized sign board with high intensity retro-reflective sheeting of Closs-C Micro Prismatic Grade Sheeting of Type IX with writing and direction marking as directed by Engineer-in- Charge, including cost of sign boards and their back frames installed as per clause 802.6 over a designed support system of aluminum alloy or galvanized steel trestles and trusses of seetions and type as per structural drawing requirement with following structural components Central post : 300mm internal dia. 8mm thick and 7.20 m 1 ligh (6.80m + 1.20m) covered at top with 8 mm thick plate Bottom base Plate : 750mm x 750 mm - 16 ,, thick anchord with 8 Nos 25mm diameter J-Bolts to the Foundation plateform, excluding cast of foundation Top Base Plates : 750mm 750 mm 14mm thick 2 Nos welded to top of lower post of 6.0m height and bottom of upper post of 1.20m height, firmely connected together with bolts and nuts of 20mm dia Top and bottom frames, Vertical Connectors and Diagonal connectors for both frames - ISA 50x50x6mm including providing 5mm thick gussl plates of size 200mmx200mm at all conrners of top and bottom frame Back frame of board of ISA 40x40x5mm including making all arrangements for stability of structure (Drawing is annexed as Annexure-1)
-
-
-
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Sign boards of size 3.00m x 1.20m on all the Four Faces (for fourway junctions) Each 272240.00
In Ch 17700, 46000
3
816720
272240
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Sign boards of size 3.00m x 1.20m on Three Faces (for T-junction) Each 224359
in Ch 14600, 20950, 36000
6
1346154
224359
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8.23 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. Each. 67.00
5550
371850
67
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8.30 Metal Beam Crash Barrier A 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) Meter 2602.00
2220
5776440
2602
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8.19 Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 96mmx 48mm of 1.20 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 1.0 meter. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30x30x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79. Each. 1913.00
120
229560
1913
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8.45 Providing and fixing Solar Blinker Light 300 mm dia, LED Aspect made of FRP/Poly carbonate with battery backup fitted on 150 mm dia MS pipe - 3.0 metre long from the ground level, firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 60cm x 60cm x 60cm, below ground level. Each 22500.00
12
270000
22500
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8.24 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per clause 807) Each. 384.00
300
115200
384
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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 cum 146
2782.68
406271
146
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2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. cum 1234
52.28
64513
1234
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2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. A Using concrete mixer
(i) PCC Grade M15 cum 4613
788.04
3635233
4613
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(ii) PCC Grade M20 cum 5247
3339.95
17524717
5247
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(vii) RCC Grade M30 cum 5992
1323.94
7933048
5992
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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. MT 68693
108.04
7421591
68693
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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) P.C.C. Grade M-15 cum 4880
321.93
1571018
4880
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(ii) P.C.C. Grade M-20 cum 5551
184.22
1022605
5551
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D Height upto 5m
(a) Using concrete Mixer
(i) R.C.C. Grade M-20 cum 5603
27.52
154194
5603
... More
(iii) R.C.C. Grade M-30 cum 6370
508.88
3241565
6370
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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. MT 69002
45.31
3126480
69002
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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).
B RCC Grade M 30
I For Solid Slab Super Structure
(a) Using Concrete Mixer
(i) Height upto 5m cum 6973
40.8
284498
6973
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4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications MT 70101
4.08
286012
70101
... More
4.14 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. sqm 1204
17
20468
1204
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3.17 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. sqm 66
16
1056
66
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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. cum 11847
7.2
85298
11847
... More
3.10 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. cum 1926
69.26
133394
1926
... More
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. meter 321
1460.81
468920
321
... More
5.5 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. cum 2079
332.91
692119
2079
... More
5.4 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 cum 2413
10.34
24950
2413
... More
B Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in
cement concrete of Grade M15 cum 4705
655.5
3084127
4705
... More
3.9 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 cum 905
559.83
506646
905
... More
9.6 Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904. Cum. 759.00
5.67
4303
759
... More
9.1 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.) Ordinary soil Up to 3 m depth Cum. 146.00
4936.07
720666
146
... More
9.4 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets). B 600 mm dia Meter 2617.00
37.5
98137
2617
... More
D 1000 mm dia Meter 5528.00
75
414600
5528
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