Public Works Department Tender
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Costs
EMD
₹ 54,60,000Document Cost
₹ 5,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2023_CEPWD_328093_1Bid Award Id
ViewTender No
NIT 08/2022-23 PWD Zone BikanerTender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
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Carriage of Material Loading And Unloading 5.00 KM
70070
8758750
125
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Granular Sub-base with Well Graded Material (Table 400-1) construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by manual mean method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. With lead of material up to 20.00 km. from quarry For Grading III Material
22950
12393000
540
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 km lead Extra rate for carriage of mixed material additional lead from in item 4.9 2nd Km. to 10th Km
28470
45210360
1588
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
111100
3777400
34
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Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503 and IRC-16-2008
256200
3586800
14
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Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Bitumen (VG-30
296.8
804328
2710
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Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading ( 19 mm nominal size ) bitumen VG- 30
1120
6678560
5963
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Providing and laying dense graded bituminous macadam with 100- 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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 Grading - II (19 mm Nominal Size )
4050
29929500
7390
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Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 Specifications Clause 509 complete in all respects for Grading-II( 13 mm nominal size )
7874.4
70885348
9002
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Providing and laying factory made chamfered edge Plastic coated Designer Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method, to attain superior smooth finish using PU or equivalent moulds, laid in required Grey/Yellow/Red or any other colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: 80 mm thick c.c. paver block of M-30 grade with approved color design and pattern.
42720
29519520
691
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Dismantling of existing cement concrete block and relaying the dismantled servicable blocks by spreading 25/30mm thick sand undermeath and filling joints with sand on existing WBM base and fixing of edge CC Block all material shall confirm to MoRTH specification and as per IS : 15658:2006 Interlocking Paver Block having 80mm thickness.
20000
1840000
92
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous courses
1050
192150
183
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Construction of Dry Lean Cement Concrete over a prepared sub-grade with coarse and fine aggregate
conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing
1029
3587094
3486
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement of M-30 Grade, thickness as per design, over a prepared sub base, with cement or any other type as per Clause 1500.2.2 of MoRD Specification, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate 31.5 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1500 including vaccum dewatering process with all required equipments
1575
8694000
5520
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Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, painting & jointing with cement mortar 1:4 of size 20 x 25 cm
18000
7146000
397
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PART "B" DRAIN WORK
-
-
-
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Excavation for roadway in soil by mechanical means
including cutting and pushing the earth to site of
embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
9000
252000
28
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Carriage 5.00 KM
9000
1125000
125
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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).
675
2228850
3302
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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. 3.1.1 M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
997.5
4902712
4915
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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.
11400
1789800
157
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Providing and fixing of Reinforced Ferro cement Drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 701 to 1200 mm Standard Drain Cover Size 1500mm x 600mm x 125mm
585
1592955
2723
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Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : Sand or other approved stone 50mm thick.
2460
1239840
504
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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code)
45000
3465000
77
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PART "C" DIVIDER WORK
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-
-
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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. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size).
135
399060
2956
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Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) Add extra over item of brick work with class designation 100 in substitution of class designation 75 : quantity in cum
782
3461132
4426
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Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick .
11400
2302800
202
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Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, painting & jointing with cement mortar 1:4 of size (20 x 25) x 30 cm 2
2066
1059858
513
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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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
95
365465
3847
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Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
12.41.1 New work (Two or more coats applied @ 3.84 kg/10 sqm).
9500
503500
53
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
3500
241500
69
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Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M-20 grade RCC vertical posts 175 mm x 175 mm x 1.8 m high (1.2 m above Gl) with 3 holes 50 mm dia for pipe, fixed 2 m centre-to- centre complete as per approved drawings and MoRTH Specification Clause 809.
4600
5855800
1273
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PART "D"ROAD FURNITURE WORK
-
-
-
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Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans Truss and Vertical Support
6
511758
85293
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Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans Truss and Vertical Support
72
419832
5831
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Providing & fixing letters/ borders from reflective tape of approved quality of standard width (Most Specification CI.800) 16.69.1 Providing and fixing letters
30000
120000
4
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Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic 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 Specification.
5
45180
9036
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Providing and erecting direction and place
identification retro-\reflectorised sign as per IRC:67
made of encapsulated lens type reflective sheeting
vide Clause 801.3.1, fixed over aluminium sheeting,
2 mm thick with area exceeding 0.9 sqm supported
on mild steel angle iron posts 75 mm x 75 mm x 6
mm, 2 Nos. firmly fixed to the ground by means of
properly designed foundation with M-15 grade
cement concrete 450 mm x 450 mm x 600 mm, 600
mm below ground level as per approved drawing
and MoRTH Specification Clause 801
45
385785
8573
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P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness framed to steel hollow section of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular plate shall be plain at the junction of base plate. The size of definition plate shall be 1500 x 600 mm and embedding the post by M-15 mix C.C. block 300x300x600mm including lettering / writing and painting etc. complete in all respect.
5
34580
6916
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Solar Raised Pavement Markers: As per ASTM D 4280 & ASTM D 788 Supply & Installation of Solar Raised Pavement Markers made of Aluminium Alloy Body with Squre shape, solar powered, LED self illumination in active mode. The solar stud marker shall support a load of 25000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to lS:12063:1987 standard and should withstand temperatures of 10°C to 75°C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency blinking is 2Hz. There should be super bright LEDs (one each side with over 5000 (Milicandle) luminous intensity) and its visibilty should not less than l000meter distance in night. The Height, width and length of the marker shall be less than 20mm,125mm, 125mm and it should have one cylinder type shank 30mm + / - 2mm and length of shank should be 60mm +1-5mm. Fixing will be by drilling holes on the road for the shanks ,to go inside, without nails and using epoxy resin based adhesive
650
1081600
1664
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Supplying & Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
500
88000
176
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Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
Road Markers/Road Stud with Lens Reflector Stop Do not enter Slow Un-even road Slippery road Road closed
8336.4
4226554
507
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Suppy of Swiss Type Bollard made out of 1.25 mm thick M.S. sheet, total height 135 cm, the lower portion is made in tapered circular section having upper dia 15 cm and lower dia 20 cm with attachment of one mandatory plate 7 mm thick M fixed with the help of 7 cm long, 30mm dia crome plated M.S. tube this part is fixed on the body with
another attachment of a cap 30x7 cm. whole body is
processed in black stoving enamel and mandatory plate in Azure blue, with one compulsory keep left arrow with 10mm border reflective strip each of 7.5 cm on body complete in all respect.
50
92850
1857
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 5th Kilometre Stone
3
8868
2956
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone
10
17560
1756
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and
Place Identification signs upto 0.9 sqm size board
5
40675
8135
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 900 mm equilateral triangle
5
20075
4015
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