Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Jul 2023
Closing Date25 Jul 2023
Tender Amount₹ 3,21,17,100
Costs
EMD
₹ 6,42,342Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_348987_7Bid Award Id
ViewTender No
SE PWD Circle SGNR NIT No. 02 of 2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5].BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering.
5370
91290
17
PART B -WMM WORKS
-
-
-
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with all lead.For Grading III Material
1919.85
2349896
1224
Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per table 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406 & Clause 112) by mechanical means with all lead .
2149.35
4083765
1900
PART C -BITUMINIOUS WORKS
-
-
-
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface )
12799
383970
30
Add extra for 2 Kg / 10 Sqm on primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface )
12799
112631
8.8
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface )
38953.6
311629
8
Add extra for 1Kg / 10 Sqm on tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface )
38953.6
136338
3.5
Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-6 & 500-7, grading-1for base / binder course including loading of aggregates with Front end loader and heating and mixing of stone aggregate and bitumen (including cost of anti-stripping compound wherever required) in hot mix plant transporting the mixed material in tipper and laying mixed material with sensor paver finisher to the required level and grade rolling by power roller & vibratory compactor to achieve the desired density (approved by the department )excluding cost of primer/tack coat [MoRTH Specification : Clause 504 & 112] with all lead .Grading II (19 mm nominal size) - Bitumen @ 3.40 % of mix using VG 30 ( thickness 50 - 75mm )
1947.68
11296544
5800
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix Plant (including cost of anti-stripping compound , wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with all lead .[MoRTH Specification : Clause 510 & 112].In Hot Mix Plant 40-60 TPH, including loading of aggregates with Front end loader bitumen VG 30
38953.6
4479664
115
Providing and applying premix seal coat type "B" comprising of thin application of fine aggregate (0.06 cum per 10 Sqm) premix with 6.8 Kgs. Per 10 Sqm bitumen binder (Grade VG-30) (including cost of anti-stripping compound wherever required) In mini hot mix plant 6-10 TPH and laying with mechanical paver and rolling with power roller 8-10 tonne including all lead of mix material ( MoRTH Specifications Clause 511)
38953.6
1713958
44
Add extra for adding shreaded Plastic Waste as per guidelines envisaged in IRC :SP:98-2013 over item of Open graded Premix Carpet @ 8% of the quantity of bitumen by weight including mixing of aggregate and plastic waste in hot mix plant ( The Bitumen content will be as per respective clause of Morth specification)
38953.6
136338
3.5
PART D -SHOULDER WORKS
-
-
-
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with all lead.For Grading III Material
967.5
1184220
1224
PART E -CD WORKS
-
-
-
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304]Above 3m to 6m depth
600
81000
135
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
21
77700
3700
Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300Cement mortar1:3 (1cement :3 sand)
44.5
185966
4179
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsRCC Grade M25
20
106000
5300
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900. NP - 3, 600 mm dia
50
77500
1550
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
4
357288
89322
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
178.65
20545
115
Providing and applying 2 coats of water based cement paint to unplaster concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 liter for 2 Sqm.
178.65
10004
56
PART F -ROAD FURNITURE
-
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, 60 cm equilateral triangle 90 cm equilateral triangle
3
13500
4500
60 cm equilateral triangle
2
6300
3150
60 cm circular
2
8000
4000
90 cm high octagon
2
14000
7000
Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design., Km. Stone for NH, SH & MDR ( size 35 x110x25 cm)
4
10800
2700
200 Meter stone ( size 15 x10x65 cm)
20
10000
500
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
1184.73
530759
448
Construction of foundation/Inaugration pedstal in 35 cm thick brick masonary in CM 1:4 of size 1.40 m x1.80 m above ground level with 0.30m deep foundation in 46 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.90mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge
4
56000
14000
Providing and Electing typing Citizen's Information Board as per approved drawing & specifications of MORD, made of two MS Sheet of 1.6 mm thick each of size 900 mm x 750 mm stiffened by angel iron 25 mm x 25 mm x 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and Horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 mm x 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm x 600 mm x 750 mm size below ground level as per enclosed drawing & as directed by Engineer-In-Charge. All MS will be stove enameled on both side, Lettering, Figureing and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD specification.
8
78200
9775
Supply of Cat's Eye made of aluminium alloy size 75 x 100 x 22 mm having 21 bi-convex lenses embedded in circular disk of ABS plastic on each side.
662
139020
210
Fixing of cat's eyes on road surface/walls including transportation, excavation etc. complete.
662
39720
60
PART G -DIVIDER WORKS
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
336
59808
178
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
221
729742
3302
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
512.2
2527195
4934
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
2860
449020
157
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