Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date1 Oct 2018
Closing Date16 Oct 2018
Tender Amount₹ 30,94,929 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 31,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_SINDH_355020_1Bid Award Id
ViewTender No
SZP/WD/OpenTender/Pombhure Sakar/07/18Tender 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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4)Excavation for foundation in hard rock including shoring and strutting as necessary and disposing of excavatedd stuff as directed excluding dewatering if separately provided etc. complete .(By blasting) Manual
212.66
-
931.7
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5) Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
158.30991
-
128.7
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6)Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete.
64.929999
-
1927.05
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7)Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)
82.609999
-
5166.85
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8)Providing & Laying in situ plain cement concrete of M-20 trap/ granite/quartizite gueiss metal for cast in citu piers, abutment returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete including plywood steel form work centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in CM.1:3 etc. complete as directed by engineer in charge.
204.6
-
6214.65
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9)Providing & laying weep holes of 100 mm diameters of AC / PVC pipes as per drawing for abutment,return walls etc. completed as per directed by Engineer Inchagre.
14.4
-
281.6
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10)Providing and laying in situ controlled cement concrete of M-20 trap/ granite/ quartizite/ gneiss metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood /steel formwork compacting by vibrating finishing in CM 1:3 and curing etc. complete (Excluding reinforcement) R.A
2.7
-
7723.85
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11)Providing tar paper bearing including laying in proper position etc comp.
6
-
66
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12)Providing expansion joints with 25 mm thick bituminious pad as per detailed drawings etc comp.
7.18
-
729.3
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13) Providing and laying in situ / ready mix M25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (height up to 4 meter with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand)
32.22
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8030.75
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14)Providing & laying in situ/ready mix M-20 RCC of trap/granite/quartzite/gneiss metal forRCC work of ballast walls,kerbs and box returns including scaffolding,compaction,formwork finishing and curing etc. complete.(excluding reinforcement with fully automatic micro processor based PLC with SCADA
3.87
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7570.95
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15)Providing & cutting bending,hooking,laying in position and tying for reinforcement as per detailed drawings for R.C.C. work.awings and designs including centering Plywood / steel fromwork comapcting roughening the surface if specials finish is to be provided and curing.
3.35
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50798
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16)Providing 100 mm dia.GI water spouts as per detailed drawings in RCC slab and wearing surface / kerbs etc comp.
7
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774.4
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17)Constructing of precast RCC railing of M-30 Grade aggregate size not excedding 12 mm,true to line and grade tolerance of vertical RCC post not to exceed 1 in 500 c/c spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion as per approve drawing etc comp.
40.64
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1226.5
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18)Providing & casting in situ / ready mix c.c. M-20 of trap metal for wearing course 8 cm thick of all thickness as per detailed drawings and designs including centering Plywood / steel fromwork comapcting roughening the surface if specials finish is to be provided and curing
3.05
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6282.85
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19)providing trap/granite/quartzite/gneiss rubble filling behind the abutments,returns or wings etc.
5.36
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1586.05
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20)Back filling behind abutment,wing wall and return wall as per drawings and techniical specification etc. complete.(By granular material)
31.14
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853.45
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21) Providing & constructing 50 mm thick modified penetration macadam (mpm) road surface including all materials preparing the existing road surface spreading 40 mm stone metal layer 30 % crusher broken metal + 70 % hand broken (by breaking rubble obtained by blasting) heating and spreaying the bitumen of VG-30 grade @ 1.75 kg/sqm spreading 12 mm size chips compacting with static roller having weight 8 to 10 M.T. to achive the desired degree of compaction as per techincal specification clause 506 etc complete. including picking of existing wbm surface. P/I 31/3.37
522
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212.45
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22) 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 Preveiously prepared surface finished to the required grade level alignment and rolling to achieve the desired compaction VG 30 Bitumen including providing and laying seal coat cealing voids in a bituminous surface laid to the specified level and cross fall uxing type A seal coat but excluding prime/tack coat. For bitumen VG 30 bulk -USING drum mix type hot mix plant with SCADA paver and vibratory roller R.A.
522
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197.25
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23)Providing and laying cc pipes of IS 456-1988 NP2 class of 900mm dia. in proper line level and slope including providing fixing collers in cement mortar 1:2 etc complete
10
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6787
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24)Providing earth work in embankment with approved materials obtained from departmental land or 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 and section, watering and compaction with Power roller to achieve not less than 97 % of standard proctor density etc. complete
4.76
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575.15
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25)Supplying 60mm trap stone metal at the road side for metal including conveying an stacking etc. complete (50 M. lead) (Excluding royalty) By breaking bouldres(hand broken)
18
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1462.9
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26)Supplying 40mm trap stone metal at the road side for metal including conveying an stacking etc. complete (50 M. lead) (Excluding royalty) By breaking bouldres(hand broken)
9
-
1479.65
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27)Supplying locally available murum at the road side including conveying and stacking complete.
7
-
456.35
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28)Spreading O.S.size metal including sectioning complete P/I 398/5 MORT&H(5th Rev.)
27
-
57.95
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29)Spreading gravel/ hard murum/soft murum and stine dust over the rubble soling over size metal layer/balindage on W.B.M. surface etc.complete
7
-
53.9
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30) Compacting the size metal loose layer 2.00 to 7.00 M. width with static roller including necessary cheqe Item labour materials and artificial watering etc. complete P/I 398/3 I MORT&H(5th Rev.)402 As per S.E. Circular 3
87
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31.9
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31) Compacting the size metal loose layer 2.00 to 7.00 M. width with static roller including necessary cheqe Item labour materials and artificial watering etc. complete P/I 398/3 MORT&H(5th Rev.)402 As per S.E. Circular 3
87
-
28.6
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32) 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
1
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2871
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33)Laboratory Test
1
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33900
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34) Royalty A)Metal
32.48
-
400
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B) Murum
13.47
-
400
Evaluation Notes How It Works ?
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