Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date9 Aug 2018
Closing Date30 Aug 2018
Tender Amount₹ 13,01,760 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_AMRAV_340635_10Bid Award Id
ViewTender No
NO/EE/ZP /AMT/E-TENDER/NIT8/ 2018_19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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Documents
BOQ Items
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Excavation for foundation by mechanical means in soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.
(SSR 17-18 Item No.12.08) BR.3 Page No. 102
1.50 to 3.00 m
22.1
9091
411.4
... More
Excavation for foundation in hard rock by blasting including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.
(SSR 17-18 Item No.12.09) BR.3 Page No. 102
22.1
18619
842.5
... More
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)
(SSR 17-18 Item No.12.22) BR 4 Page No 104.105
61.68
7916
128.35
... More
Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand)
(SSR 17-18 Item No.11.02) CD.-3 Page.No. 160
27.87
127662
4580.65
... More
Providing and laying in situ / ready mix 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 Natural / VSI standard Artificial Sand i) M-15
(SSR 17-18 Item No.17.38) MORT&H (5th Rev.) 1700, 2204
90.62
499796
5515.3
... More
Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap / granite / quartzite/ gniess 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) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with Natural / VSI standard Artificial Sand (SSR 17-18 Item No.17.52) MORT&H(5th Rev.) 1700, 2205, 2304
3.58
25183
7034.55
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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)
(SSR 17-18 Item No.14.15) BR.38(b and c) Page No. 135 and B. 7, Page No.38
19.1
140340
7347.65
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Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC 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 enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand)
(SSR 17-18 Item No.14.44) BR.50 Page No. 143 and B. 7, Page No.38
2.9
19999
6896.5
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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 Natural / VSI standard Artificial Sand)
(SSR 17-18 Item No.14.39) BR.47(a) Page No. 140 and B. 7, Page No.38
3.15
17222
5467.35
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Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. (SSR 17-18 Item No.14.01) BR.35 Page No. 134
2.43
123845
50965.4
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Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete.
0(SSR 17-18 Item No.12.69) MORT and H -2700 and 2200
45
5577
123.95
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Providing tar paper bearing including laying in proper position etc. complete.
(SSR 17-18 Item No.13.02) As directed by Engineer in charge
7.16
471
65.8
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Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
(SSR 17-18 Item No.14.33) BR.43 Page No. 138
8.67
6305
727.3
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Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
(SSR 17-18 Item No.14.88) As directed by Engineer in charge
35.1
69206
1971.7
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Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by sandy material)
(SSR 17-18 Item No.12.71) MORT and H 2200 &-710.1.4 of iRC 78
23.25
60724
2611.8
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Providing and laying filter material underneath pitching in slopes as per drawings and technical specifications etc. complete.
(SSR 17-18 Item No.14.74) MORT and H-2500
2.16
7402
3427.1
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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)
(SSR 17-18 Item No.14.72) MORT and H-2500
17.6
41665
2367.35
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Excavation for roadway in hard 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. By Mechanical Means.
(SSR 17-18 Item No.2.13) MORTH 309
65
4563
70.2
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Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller.
(SSR 17-18 Item No.2.23) MORTH 404
20.16
1216
60.35
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Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
(SSR 17-18 Item No.2.29) MORTH 402
6.9
3257
472.15
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Spreading gravel / sand / soft murum /avilable murum over rubble soling /W.B.M.surface blanketing berms etc.complete. (NEW CSR item No.27, Page No.) Spec.No.: Rd.28/Page No.205
6.9
159
23.05
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Compacting the hard murum / kankar for all widths (200 mm. loose) with static roller including necessary artificial watering complete. (NEW CSR item No.30, Page No.) Rd.38/Page No.210
25.11
220
8.8
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Supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and 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) (For Diversion only)
(NEW CSR item No.23, Page No.) Rd.19,20,21,22/Page No. 197 to 201 a. By Breaking rubble obtained by blasting I. 80 mm metal
5.02
2518
501.75
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Spreading 80 mm metal including sectioning complete. (NEW CSR item No.25, Page No.) Rd.29/Page No.205
5.02
192
38.4
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Compacting the gravel/ oversize metal (200 mm loose) layers for all widths with static roller including necessary, labour, materials and artificial watering complete.
(NEW CSR item No.28, Page No.) Rd.32/Page No.205
25.11
385
15.35
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Providing and laying in situ M20 cement concrete of trap/granite/quartzite/gneiss metal for RIGID PAVEMENT including plywood/steel formwork ,compacting ,finishing curing and filling in joints with bitumen etc complete. (Excluding cost of reinforcement)
(NEW CSR item No.41, Page No.)
As directed by Engineer- in-charge.
2.79
11962
4287.65
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Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.
(SSR 17-18 Item No.46.29) As directed by Engineer in charge.
20.35
11206
550.7
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Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.
(SSR 17-18 Item No.46.11) As directed by Engineer in charge.
47.71
10729
224.89
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Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia and above. etc complete.
(SSR 17-18 Item No.46.31) As directed by Engineer in charge.
5.5
1176
213.92
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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 (SSR 17-18 Item No.6.96) MORTH 801
1
2610
2610
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Add Testing Charges of Materials (As per Statement)
Basic Test of Cement
Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength
1
3300
3300
... More
Basic Test of Aggregate i) Water Absorption, Specific Gravity, Compact Value, Crushing Value
1
2300
2300
... More
ii) Sieve Analysis
1
600
600
... More
iii) Flakiness Index
1
750
750
... More
Mix Design
i) Concrete Mix Design (M-25)
1
12100
12100
... More
Fine Aggregate i) Fineness Modulus & Silt Content
1
1200
1200
... More
Compressive Strength of CC Cube (Set of 3.00 Cubes)
13
7800
600
... More
Rubble
Water Absorbtion, Crushing Value, Specific Gravity, comressive strenght,
1
1750
1750
... More
Soft Murum / Soil
Plastic Limit / Liquid Limit
1
1000
1000
... More
Steel Bar Testing (Upto 16mm)
Tensile Strength, Elongation, Yield Stress, Weight Per Meter, Bend / Rebend Test, Proof Stress (Above 16mm)
3
3300
1100
... More
Royalty Charges
141.14
21944
155.48
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