Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Oct 2024
Closing Date18 Oct 2024
Tender Amount₹ 2,00,00,000
Costs
EMD
₹ 2,00,000Document Cost
₹ 1,180Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_NANDE_1113979_1Bid Award Id
ViewTender No
ZPND/WD/NED/e.TEN18/OPEN/24-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
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Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) Spec. No.: MORTH 305 SSR No.2.27 P.No. 25
895.05
225
201386.25
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) Spec. No.: MORTH 404 SSR No.3.20 P.No. 29
343.13
2631
902871.11
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Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) Spec. No.: IRC-SP-20, 2002 Clause No. 8.7.3 SSR No.3.35b P.No. 31
4575
302
1382244.75
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Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) Spec. No.: MORTH 510 SSR No.4.12 P.No. 36
4575
193
884530.5
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Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG- 30 bulk bitumen rates are considered to arrive at rates) Spec. No.: MORTH 511 SSR No.4.01 P.No. 35
4575
72
331413
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Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) Spec. No.: MORTH 503 SSR No.3.31 P.No. 30
4575
19
88663.5
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Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope etc. complete. Spec. No.: CD.7 Page.No. 162 SSR No.11.16 P.No. 82
12.5
8272
103400
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Providing and fixing 1:2:4 Ordinary Km. Stones metre stones as per I.R.C. standard including fixing in standard size C.C. 1:4:8 block including curing, painting lettering etc. complete. Spec. No.: MORTH 805 SSR No.6.02b P.No. 46
1
3249
3249
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Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge Spec. No.: MORTH 801 SSR No.6.36 P.No. 60
1
9963
9963
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Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means ) a) Upto 1.50m lift Normal Rate Spec. No.: BR.3 Page Number 102 SSR No.12.02a P.No. 84
16.21
90
1458.9
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Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate Spec. No.: BR.3 Page Number 102 SSR No.12.06a P.No. 84
13.22
286
3780.92
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Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. Spec. No.: As directed by Engineer in charge. SSR No.21.40 P.No. 157
9.6
1792
17203.68
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Providing & laying in situ cement concrete of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixer with SCADA. With crushed sand . Spec. No.: SSR No.11.03 P.No. 81
3
6221
18664.35
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Providing & laying in situ cement concrete of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixer with SCADA. With crushed sand . Spec. No.: SSR No.11.03 P.No. 81
10.06
6698
67385.9
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Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA Spec. No.: CD 8 Page 163 SSR No.11.29 P.No. 83
23.58
10240
241461.32
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Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000mm diameter in proper line, level and slope etc. complete. Spec. No.: CD.7 Page.No. 162 SSR No.11.17 P.No. 82
12.5
9114
113925
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Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) Spec. No.: BR.47(a) Page Number 140 and B. 7, Page Number38 SSR No.14.39 P.No. 96
14.18
7031
99700.86
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Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. Spec. No.: CD.14 Page.No. 167 SSR No.11.24 P.No. 82
18.99
920
17476.5
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. Spec. No.: MORTH 201 SSR No.2.09 P.No. 23
4680
12
56160
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Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) Spec. No.: MORTH 305 SSR No.2.28 P.No. 25
1139.42
1069
1218450.17
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/ Paver 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 clause 401 -- By Mix in Place Method and Grading - III Material Spec. No.: MORTH 401 SSR No.3.06 P.No. 27
503.1
2194
1104002.64
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , 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/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. Spec. No.: MORTH 601 SSR No.5.13 P.No. 43
335.4
4161
1395713.44
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Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. Spec. No.: MORTH 602 SSR No.5.01 P.No. 37
592.8
8102
4803055.3
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Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. Spec. No.: MORTH 602.6.5 SSR No.5.15 P.No. 43
2340
374
875160
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Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. Spec. No.: MORTH 602.6.3 & 602.6.4 SSR No.5.17 P.No. 43
780
76
59280
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Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) Spec. No.: MORTH 602.6.3 & 602.6.4 SSR No.5.18 P.No. 44
780
311
242580
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Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Spec. No.: CD.7 Page.No. 162 SSR No.11.09 P.No. 81
25
2733
68325
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For Other Minerals for CD work
2046.17
216
442341.03
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For Other Minerals for Road
1367.3
216
295582.91
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Liquid Limit Plastic Limit
1
1230
1230
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Compaction Test PD
7
1955
13685
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Filed Density by Sand Repalcement
5
1115
5575
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Stone Compressiev Strength
1
2020
2020
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Bitumen Penetration
1
3135
3135
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Concrete Compressive Strnegth
5
725
3625
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Comcrete Mix Design Normal
1
17065
17065
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GSB, WMM, BM, DBM Mix Desing
1
14445
14445
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CEMENT
6
3770
22620
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Concrete
40
690
27600
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Steel Upto 16 mm dia.
1
1275
1275
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Concrete Mix Desing
1
13755
13755
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Aggregate All Test
1
1380
1380
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Add for Insurance 0.50%
1
160657
160657
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ADD FOR GST 18%
1
2891833
2891833
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