Public Works Department Tender
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Costs
EMD
₹ 5,84,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_294979_9Bid Award Id
ViewTender No
SE PWD CIRCLE BUNDI NITNO-11-2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
5832
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1
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Total
5832
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107
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Providing, laying and spreading of granular sub-base by providing coarse graded Material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH Specification : clause No. 401. Grading-III
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
450
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1
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Total
450
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463
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Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
324
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1
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Total
324
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71
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Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
684
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1
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Total
684
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1293
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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. 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 Driversion etc. (MoRTH specification : Clause 406). with all lead & lift
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
684
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1
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Total
684
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1471
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Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 sub-base 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 blening to be as per Table 600-1, cement content not to be less than 200 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 tonne vibratory roller, finishing and curing.
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
843
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1
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Total
843
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2793
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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
1320
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1
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Total
1320
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5497
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Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300 mm dia
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
37.5
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1
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Total
37.5
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1187
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Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
1
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1
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Total
1
-
1762
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Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring 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.
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
1
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1
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Total
1
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7040
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Retro-Reflectorised Traffic Signs 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
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
2
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1
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Total
2
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2058
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Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
1
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1
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Total
1
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3300
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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.
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
30.25
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1
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Total
30.25
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575
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Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
1100
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1
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Total
1100
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81
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Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
200
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1
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Total
200
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185
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Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
3579.2
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1
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Total
3579.2
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69
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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C. M-15 grade
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
401.69
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1
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Total
401.69
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3833
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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C. M-20 grade By using concrete mixer
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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
1967.27
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1
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Total
1967.27
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4342
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Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
20.55
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1
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Total
20.55
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64328
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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-20 grade, including form work Upto 5 mtr. height
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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
398.41
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1
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Total
398.41
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4323
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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-25 grade, including form work Upto 5 mtr. height
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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
36.51
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1
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Total
36.51
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4790
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Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
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-
-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
8.27
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1
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Total
8.27
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64448
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Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
18
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1
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Total
18
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127
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Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure CC Mixer
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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
68.25
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1
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Total
68.25
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5371
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Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
8.04
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1
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Total
8.04
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65586
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Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]
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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
10.29
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1
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Total
10.29
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3416
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Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]
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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
30.87
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1
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Total
30.87
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8188
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Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].
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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
7.88
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1
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Total
7.88
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10158
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Providing, laying and fixing of Filler Joint Providing and fixing in position 20mm thick Premoulded Joint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specification in MoRTH specification : clause 2605.
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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
19.5
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1
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Total
19.5
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270
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Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification
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-
-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
4
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1
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Total
4
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1767
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Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm 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 specification. (MoRTH specification : Clause 710, 2200, 2504).
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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
92.35
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1
... More
Total
92.35
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912
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Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material
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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
177.25
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1
... More
Total
177.25
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431
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Providing and fixing of Reinforced Ferro-Cement Drain cover designed of class "A" & "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. Span 701 mm to 1200 mm Standard Size 1500 x 600 mm
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-
-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr lq[kkfM;k ikdZ ls dksVk ckbZ ikl rd e; lhlh jksM+ o vkj-lh-lh-iqfy;k
900
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1
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Total
900
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1518
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