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Tender For Construction Of C.C.Drain Roads Gaurakshan Premises In P.N.09 And P.Nos. 14 And 15 And 1 And 7., parbhani-Maharashtra

Parbhani City Municipal Corporation has published Tender For Construction Of C.C.Drain Roads Gaurakshan Premises In P.N.09 And P.Nos. 14 And 15 And 1 And 7.. Submission Date for this Tender is 29-03-2023. Road Work Tenders in parbhani Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

36919211
Tender For Construction Of C.C.Drain Roads Gaurakshan Premises In P.N.09 And P.Nos. 14 And 15 And 1 And 7.
Open Tender
Indian
Maharashtra
parbhani
29-03-2023

Tender Details

Construction Of C.C.Drain Roads Gaurakshan Premises In P.N.09 And P.Nos. 14 And 15 And 1 And 7.

Key Value

Document Fees
INR 5000 /-
EMD
INR 246830.0 /-
Tender Value
INR 4.93 Crore /-

BOQ Items

NAME OF WORK : PROPOSED CONSTRUCTION OF 1) C.C. ROAD UNDER GORAKSHAN PARISAR WARD NO.09, DEVELOPMENT OF ROAD FROM 2) VISAWA CORNAR TO HAKKE MEDICAL AT W.N.15, 3) NARAYAN CHAL TO GAWHANE CHOWK AT W.N.14, 4) H/O ADV. SONI TO KAREGAONKAR SHOP, C.C. RD FROM 5) H/O PILLEWAD SIR TO H/O DEVDE, 6) H/O SURESH SHISTE TO H/O DHEPE ANNA, 7) H/O MATHPATI TO H/O SHINDE AT DHANLAKSHMI NAGAR, 8) R.C.C. DRAIN AND PATHWAY AT VARIOUS PLACES IN WN.07, 9) CONSTRUCTION OF DRAIN AND DEVELOPMENT OF ROAD FROM CHTRAPATI SHIVAJI MAHARAJ STATUE DR. HEGDEWAR MARG TO H/O PATEL, 10) R.C.C. DRAIN AT VARIOUS PLACES IN NRUSIHA NAGAR, KHANAPUR PARISAR INPARBHANI FOR P.C.M.C. PARBHANI
Sl. No. Item Description
1Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber andside slopes and conveying the excavated materialswith all lifts upto a lead of 50m. and spreading forembankment or stacking as directed.MORTH 301SSR OF 2022-23 ITEM NO. 2.11 & PAGE NO.23
2Excavation 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 SSR OF 2022-23 ITEM NO. 2.18 & PAGE NO.24
3Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. MORTH 305 SSR OF 2022-23 ITEM NO. 2.26 & PAGE NO.25
4Providing 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) MORTH 305 SSR OF 2022-23 ITEM NO. 2.28 & PAGE NO.25
5Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material MORTH 401 SSR OF 2022-23 ITEM NO. 3.01 & PAGE NO.27
6Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. MORTH 406 SSR OF 2022-23 ITEM NO. 3.23 & PAGE NO.30
7Surface Dressing -- Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. -- a) 19 mm nominal chippling size (bitumen 12.00 kg/10 Sq.M.) -- Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive aMtO rRaTteHs )509 SSR OF 2022-23 ITEM NO. 4.04 & PAGE NO.35
8DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 76/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 507 SSR OF 2022-23 ITEM NO. 3.46 & PAGE NO.34
9Providing 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) MORTH 503 SSR OF 2022-23 ITEM NO. 3.31 & PAGE NO.30
10BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete -- Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 509 SSR OF 2022-23 ITEM NO. 3.5 & PAGE NO.34
11Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials & bitumen of VG-30 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. MORTH 513 SSR OF 2022-23 ITEM NO. 4.01 & PAGE NO.35
12Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge. As Directed by Engineer In Charge SSR OF 2022-23 ITEM NO. 8.23 & PAGE NO.77
13Supplying hard murum/ kankar at the road site, including conveying and stacking complete. MORTH 408 SSR OF 2022-23 ITEM NO. 2.29 (a) & PAGE NO.25
14Spreading hard murum/ soft murrum/ gravel or kankar for side width complete MORTH 408 SSR OF 2022-23 ITEM NO. 2.3 & PAGE NO.25
15Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. MORTH 408 SSR OF 2022-23 ITEM NO. 2.31 & PAGE NO.25
16Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate ( 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. MORTH 601 SSR OF 2022-23 ITEM NO. 5.13 & PAGE NO.43
17Providing and laying 125 micron Low Density Polyethylene ( LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. MORTH 602.5 SSR OF 2022-23 ITEM NO. 5.19 & PAGE NO.44
18Providing and fixing in position TMT FE 500, 32 mm 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. MORTH 602.6.5 SSR OF 2022-23 ITEM NO. 5.14 & PAGE NO.43
19Providing and laying in-situ M30 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 & 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 through out curing period by any other method approved by Engineer-in-charge MORTH 602 SSR OF 2022-23 ITEM NO. 5.01 & PAGE NO.37
20Cutting 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. MORTH 602.6.3 & 602.6.4 SSR OF 2022-23 ITEM NO. 5.17 & PAGE NO.43
21Providing 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 & allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction & longitudinal joints (15 mm. deep x 8 mm.wide) MORTH 602.6.3 & 602.6.4 SSR OF 2022-23 ITEM NO. 5.18 & PAGE NO.44
22Providing 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 in charge. SSR OF 2022-23 ITEM NO. 21.4 & PAGE NO.157
23Providing and laying in situ 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 rtype mixer with SCADA with natural sand) CD.-3 Page.No. 160 SSR OF 2022-23 ITEM NO. 11.02 & PAGE NO.81
24Providing 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, Page No. 306 SSR OF 2022-23 ITEM NO. 26.33 & PAGE NO.188
25Providing 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 fine agreegates of required specifications ( VSI sand finely washed etc ) (A) RCC work of Ballast walls & Kerb BR.50 Page No. 143 and B. 7, Page No.38 SSR OF 2022-23 ITEM NO. 14.44 (a) & PAGE NO.96
26Providing 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 Page.No. 168 and B.7. Page No. 38 SSR OF 2022-23 ITEM NO. 11.25 & PAGE NO.82
27Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Bd.F.6 Page No. 300 anEdx cBlu.7d,i nPga greei nNfoo.r3c8ement and SSR OF 2022-23 ITEM NO. 25.5 & PAGE NO.181
28Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand) Bd. M. SSR OF 2022-23 ITEM NO. 33.54 & PAGE NO.219
29Providing 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 sMizOeR 3T5Hm 8m01x 3&5 mAsm dxir3emctmed d buyly E pnagininteeedr ininc lCuhdainrgg eT w o SSR OF 2022-23 ITEM NO. 6.36 & PAGE NO.60
30ROYALTY CHARGES FOR SAND
31ROYALTY CHARGES FOR OTHER MINERALS
32BASIC TEST OF AGGREGATE Water Absorption, Specific Gravity, Impact Value, Crushing Value
33BITUMEN Penetration, Softening Point, Flash & Fire Point, Specific Gravity.
34CONCRETE Concrete Mix Design (With all Tests on basic materials)
35Compressive strength of C.C.Cube (Set of 3 cubes)
36CONCRETE PAVING BLOCK Compressive strength, Water Absorption (Set of 8 Blocks), Flexural Test (Set of 8 Blocks ), Resistance to wear (Set of 8 Blocks )
37EARTH CBR Test (Lab) With compaction test
38STEEL BAR TESTING Upto 16 mm (Set of 3 Bars)
39ADD 1% FOR THIRD PARTY AUDITADD 18% FOR GST ON T.P.
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