Public Works Department Tender
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Costs
EMD
₹ 10,22,840Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_CEPWD_315764_1Bid Award Id
ViewTender No
SE PWD CIRCLE BUNDI NITNO-18-2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
1.43
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
3.04
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
0.9
-
1
Total
8.95
146028
16316
Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
5595.7
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
5024.31
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
6083.39
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
16897.85
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
12009.23
-
1
Total
45610.48
2736629
60
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.
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
5630.59
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
2219.01
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
2331.66
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
5974.2
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
2472.63
-
1
Total
18628.08
1993204
107
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
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
2338.15
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
615.52
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
1177.34
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
2511.65
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
743.58
-
1
Total
7386.23
9550393
1293
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
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
2435.57
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
641.17
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
1226.39
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
2616.3
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
774.56
-
1
Total
7693.99
11317856
1471
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
10824.75
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
2849.63
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
5450.63
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
11628
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
3442.5
-
1
Total
34195.5
1099385
32.15
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
10824.75
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
2849.63
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
5450.63
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
11628
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
3442.5
-
1
Total
34195.5
412911
12.08
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder using plastic waste
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cuting in a hotmix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508. case II By mechanical means.
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
10824.75
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
2849.63
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
5450.63
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
11628
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
3442.5
-
1
Total
34195.5
4069265
119
Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
10824.75
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
2849.63
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
5450.63
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
11628
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
3442.5
-
1
Total
34195.5
1265234
37
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.
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
117
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
117
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
58.5
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
156
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
156
-
1
Total
604.5
1688369
2793
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
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
225
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
225
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
112.5
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
300
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
360.23
-
1
Total
1222.73
6721347
5497
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.
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
2
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
2
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
2
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
2
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
2
-
1
Total
10
70400
7040
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.
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
2
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
2
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
2
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
2
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
2
-
1
Total
10
33000
3300
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)
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
4
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
2
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
2
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
4
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
2
-
1
Total
14
24668
1762
Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast)
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
11
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
4
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
4
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
12
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
4
-
1
Total
35
17745
507
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.
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
47
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
42
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
28.5
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
104.5
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
29.5
-
1
Total
251.5
144613
575
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
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
3
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
3
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
3
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
6
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
3
-
1
Total
18
37044
2058
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 circular
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
2
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
2
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
2
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
3
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
2
-
1
Total
11
25564
2324
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
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
30
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
37.5
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
30
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
82.5
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
30
-
1
Total
210
249270
1187
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
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
67.62
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
90.16
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
49.35
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
296.92
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
145.98
-
1
Total
650.03
44852
69
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-10 grade
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
27.84
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
37.12
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
36.15
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
96.01
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
118.29
-
1
Total
315.41
1122229
3558
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 batching plant
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
79.95
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
106.6
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
79.23
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
105.64
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
209.94
-
1
Total
581.36
2135917
3674
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). 1000 mm dia
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
22.5
-
1
laidZ lM+d guqekuth dk ksiM+k ¼etjk nksMwUnk½ ¼xzk0ia0 fg.Mksyh½
30
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
22.5
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
30
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
52.5
-
1
Total
157.5
764033
4851
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). Hard soil (pick work)
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
210
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
420
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
248.85
-
1
Total
878.85
91400
104
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
31.5
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
63
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
37.33
-
1
Total
131.83
476822
3617
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
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
195
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
580
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
231.08
-
1
Total
1006.08
4349262
4323
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
-
-
-
laidZ lM+d dkal dh vkarjh ¼xzk0ia0 fg.Mksyh½
1.56
-
1
laidZ lM+d chdj.k ¼xzk0ia0 isp dh ckoM+h½
0.75
-
1
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
5.1
-
1
laidZ lM+d pk.Mh;k eh.kksa dk ¼xzzk0ia0 dkNksyk½
3.08
-
1
Total
10.49
674736
64328
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
-
-
-
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
132.45
-
1
Total
132.45
572581
4323
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
-
-
-
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
33.36
-
1
Total
33.36
159794
4790
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
-
-
-
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
4.31
-
1
Total
4.31
277771
64448
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].
-
-
-
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
18
-
1
Total
18
2286
127
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
-
-
-
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
31.5
-
1
Total
31.5
169187
5371
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
-
-
-
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
1.98
-
1
Total
1.98
129860
65586
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].
-
-
-
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
3.94
-
1
Total
3.94
40002
10158
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.
-
-
-
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
7.13
-
1
Total
7.13
1924
270
Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification
-
-
-
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
4
-
1
Total
4
7068
1767
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).
-
-
-
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
49.48
-
1
Total
49.48
45122
912
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
-
-
-
laidZ lM+d chy dk [ksM+k ¼xzzk0ia0 isp dh ckoM+h½
58.94
-
1
Total
58.94
255917
4342
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