Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date5 Sep 2024
Closing Date11 Sep 2024
Tender Amount₹ 39,49,249
Costs
EMD
₹ 39,492Document Cost
₹ 590Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_RAIGA_1080788_6Bid Award Id
ViewTender No
ZP-RAIGAD-WORKDIV-47-2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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BOQ Items
Item No.4:- Providing and laying in situ / ready mix / ready mix M15 CC of trap/ granite /quartzite /gneiss metal for the bottom plugs of wells in the dry condition including compaction and curing wherever necessary 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)
10.4
83952
8072.34
Item No.5:- Providing and laying in situ / ready mix M-20 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
147.82
1363364
9223.14
Item No.6:- Providing and laying in situ controlled Using concrete Mixer R.C.C. M-20 Span less than 30 Mtr. in moderate condition.of trap metal for R.C.C. caps over piers and abutments including necessary scaffolding, formwork compaction by vibrating finishing and curing etc. complete. (excluding reinforcement)
2.94
26714
9086.41
Item No. 7:- Providing tar paper bearing including laying in proper position etc. complete.
3
303
101.2
Item No. 8:- Providing expansion joint with 25 MM thick bituminous pad as per detailed drawing etc. Complete.
3
3276
1092.3
Item No.9:- Providing and laying in situ cement concrete M 25 using with concrete mixer Span length up to 30 mtr. in severe condition.Renforcement concrete M - 20 Cement concrete of trap metal for R.C.C. work in solid slab including centering, formwork, scaffolding, ramming, vibrating finishing in cement plaster and curing etc. complete.(excluding reinforcement concrete) Height up to 5.00 mtr. from the lowest bed level.
32.81
410308
12505.59
Item No.10:- 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.
2.81
273062
97175.1
Item No.11:- Providing railing of mild stel anglepost 2m c/c of section 75mm x 75mm x 10mm of equilant channel section of height 1.05 m above on road surface with minimum anchor length of 30 cm. Including holdfast of 25 mm diametre mildsteelbar welded at the bottom and connecting of 1 ;3 ;6 size 30cm x 30cm x 30 with three row of 40 mm B class G.I.Pipe provided at 30 cm. c/c and including scaffolding and with two coat of anticorrosive paint etc complete.
12
51084
4257
Item No.12:- Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)
12.96
11176
862.4
Item No.13:- Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete.
4
4958
1239.7
Item No.14:- Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete.
13.5
7915
586.3
Item No. 15:- 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
63
52460
832.7
Item No.16:- Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
2.5
13321
5328.4
Item No.17:- 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 5.0 to
9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
5
1105
221.1
Item No. 18:- Providing steel anchor dowel bars of 32 mm diameter and 4 m length at the base of the well including drilling holes of 60 mm diameter up to 2.5 m depth in rock, placing the dowels in position and effectively grouting the holes with CM 1:1 etc. complete.
2
17289
8644.9
Item No.19:- 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. By Manual Means
6.75
2227
330
Item No.20:- 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.
54
7068
130.9
Item No.21 :- 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type B (11.2 mm) Aggregate)
66.6
193447
2904.62
Iem No.22 :- 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate)
47.25
137243
2904.62
Item No.23 :- Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of specified grade @ 2 kg / sqm , spreading 12mm.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 applying tack coat of specified grade of bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
630
219473
348.37
Item No.24 :- Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates)
630
14206
22.55
ItemNo.25 :- 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)
630
128110
203.35
ItemNo.26 :- 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)
630
55169
87.57
Item No.27:- Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
32.4
21312
657.8
Item No.28:- Spreading hard murum for side width etc. complete
32.4
2815
86.9
Item No 29:- Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
0.9
1748
1942.46
Item No 30:- Providing and laying in-situ M 20 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate 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 compacting 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.
0.6
4997
8329.61
Item No 31:- Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete.
18.6
16304
876.56
Item No.32:- Providing and fixing 60 cm x 45 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete
1
4204
4204.2
Item No.33:- Quality Control testing charges for Aggregate / metal ( water absorption, specific gravity, impact valuve crushing valuve etc.
2
5200
2600
Item No 34:- Quality control testing charges (compressive strength og c.c. cube (set of 3 cubes)
5
3450
690
Item No 35 :- Quality Control testing charges Bitumen ( Penetration ,Softening, point, Flash & Fire Point, Specific Gravity etc. )
2
6270
3135
Item No.36:- Quality Control Testing Rate For sand
2
2760
1380
Item No 37:- Quality Control testing charges for Aggregate (Sieve Analysis etc. )
4
2760
690
Item No 38:- Reimbrsement of royalty charges if contractor provides orignal royalty challan from revenue department. Sand
82.24
19521
237.37
Item No 39 :- Reimbrsement of royalty charges if contractor provides orignal royalty challan from revenue department. Rubble
220.26
47615
216.18
Item No.40 :Add 18 % For GST Charges
1
578620
578620.13
Item No. 41 Add 1% For Labour Insurance Charges
1
32145
32145.56
Item No. 42 :Add 1 % For SQM Charges
1
32145
32145.56
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