Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Dec 2024
Closing Date26 Dec 2024
Tender Amount₹ 73,20,617
Costs
EMD
₹ 73,206Document Cost
₹ 5,900Tender Fee
₹ 500
Summary
Improvement To Bitoda Bhoyar Kasola Dastapur Masola Kh Dabha To S.h. Way 273 Road Odr 73 Km 7/00 To 7/500 Tq. Washim Dist. Washim
Description
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Contact
Tender Id
2024_WASHI_1123062_8Bid Award Id
ViewTender No
ZPWASHIM/WORKS/Tender NIT No.6/2024-2025/1stcallTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/
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Documents
BOQ Items
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Item No. 3 :- Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. [MORTH 301] (S.S.R. I.No. 2.11 P.No. 85 )
630
119
74970
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Item No. 4 :- Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders/Rubble & stacking the broken metal etc. complete (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)80 mm Metal, By breaking Boulders (Hand broken) [As directed by Engineer incharge] (S.S.R.I.No. 50.56)
0.01
-
-
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Km 8
171
936
160107.3
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Item No. 5 :- Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders/Rubble at the road side breaking them to required gradation including conveying the boulders/Rubble & stacking the broken metal etc complete (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40 mm Metal By breaking Boulders (Hand broken) [As directed by Engineer incharge] (S.S.R.I.No. 50.57)
0.01
-
-
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Km 8
82.5
986
81369.75
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Item No. 6 :- Supplying soft murum at the road site, including conveying and stacking complete. (S.S.R.I.No. 2.29b)
0.01
-
-
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Km 8
27.5
668
18378.25
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Item No. 7 :- Supplying hard murum/ kankar at the road site, including conveying and stacking complete. [MORTH 408] (S.S.R.I.No. 2.29)
0.01
-
-
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Km 8
264.38
671
177478.29
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Item No. 8 :- Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . [As directed by Engineer-in-charge] (S.S.R.I.No. 50.58)
253.5
85
21547.5
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Item No. 9 :- Spreading gravel / sand / soft murum /avilable murum over rubble soling /W.B.M.surface blanketing berms etc.complete. [Spec.No. :Rd.28 Page No. 205] (S.S.R.I.No. 2.30)
291.88
79
23058.52
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Item No. 10 :- Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. [MORTH 408] (S.S.R.I.No. 2.31)
1335
21
28035
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Item No. 11 :- Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. [As directed by Engineer-in-charge] (S.S.R.I.No. 50.59)
855
27
23085
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Item No. 12 :- Compacting the sub grade/gravel/size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT including necessary labour materials & artificial watering complete [As directed by Engineer-in-charge] (S.S.R.I.No. 50.61)
825
25
20625
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Item No. 13 :- Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 kg/sqm, spreading 12mm.size chips compacting with 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) (IRC-SP-20, 2002 Clause No. 8.7.3) (C.S.R.I.No. 3.35a)
0.01
-
-
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Km 8
75
325
24423.75
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Item No. 14 :- Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of VG-30 @ 1.75 kg / sqm, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of bitumen VG-10 at the rate of 0.30 Kg Sqm.(on existing bitumen surface.) (IRC-SP-20, 2002 Clause No. 8.7.3) (S.S.R.I.No. 3.38)
0.01
-
-
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Km 8
300
261
78585
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Item No. 15 :- 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) (S.S.R. I.No. 4.12)
0.01
-
-
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Km 8
375
239
89718.75
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Item No. 16 :- Providing and laying of Type - B premix seal coat with HMP of approprate crushed stone chipping 6.70 mm size and penetration bitumen of VG-30 grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT. etc. complete (MORT & H 2001 clause 511 P. No. 192 RD 51 P.No. 227) (S.S.R. I. No. 4.03)
0.01
-
-
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Km 8
375
83
31162.5
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Item No. 17 :- Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. [MORTH 309] (S.S.R.I.No. 2.18)
108
119
12852
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Item No. 18 :- 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) [BR.5 P.No. 105 & B.7, P.No. 38] (S.S.R.I.No. 12.25)
165
6249
1031085
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Item No. 19 :- Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) [CD.15 P.No. 168 & B.7. P.No. 38] (S.S.R. I.No. 11.25)
288.75
7881
2275638.75
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Item No. 20 :- 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. RD] (S.S.R.I.No. 5.17)
368.5
76
28006
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Item No. 21 :- Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means [Bd.A.1 P.No. 259] (S.S.R. I.No. 21.02 P.No. 148)
594
207
122958
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Item No. 22 :- Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. [As directed by Engineer incharge.] (S.S.R. I.No. 21.4)
99
1725
170844.3
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Item No. 23 :- Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss 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 basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. [MORT&H (5th Rev.) 1700, 2204] (SSR I.No 17.38)
189
8288
1566573.75
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Item No. 24 :- Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs & drawings including steel centering, formwork, cover blocks, laying/pumping compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc complete (Excluding reinforcement & structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc complete With fine aggregate (Natural Sand/Crushed sand VSI Grade finely washed etc) [Bd.F.8 P.No. 302 & B.7, P.No.38] (S.S.R.I.No. 25.7)
24.3
14811
359924.31
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Item No. 25 :- Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. [Bd.F.17 P.No 306] (S.S.R.I.No. 26.33)
9.26
89948
833012.6
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Item No. 26 :- Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. [CD.7 Page.No. 162] (S.S.R.I.No. 11.10)
5
4099
20495
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Item No 27 :- 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. As directed by Engineer in Charge (S.S.R.I.No. 6.36 )
1
9963
9963
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