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Maintenance Of Foothpath / Interlocking Tilles At Industrial Area Kaharani ( Bhiwadi ) As Per Tender Documents, bhiwadi-Rajasthan

Rajasthan State Industrial Development And Investment Corporation Limited-RIICO has published Maintenance Of Foothpath / Interlocking Tilles At Industrial Area Kaharani ( Bhiwadi ) As Per Tender Documents. Submission Date for this Tender is 27-09-2022. Footpath Work Tenders in bhiwadi Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

33963568
Maintenance Of Foothpath / Interlocking Tilles At Industrial Area Kaharani ( Bhiwadi ) As Per Tender Documents
Open Tender
Indian
Rajasthan
bhiwadi
27-09-2022

Tender Details

Maintenance Of Foothpath / Interlocking Tilles At Industrial Area Kaharani ( Bhiwadi ) As Per Tender Documents

Key Value

Document Fees
INR 5900 /-
EMD
INR 225865.0 /-
Tender Value
INR 1.12 Crore /-

BOQ Items

Name of Work: Maintenance of footpath/Interlocking Tiles at Industrial Area Kaharani
Sl. No. Item Description
1Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In Hard Soil When excavation and loading is done mechanically using Bull Dozer, Front-end loader and carriage is done up to 1 Km. by tipper/dumper (6T capacity).
2Providing laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in wet mix plant, carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401] includiong 1 Km lead ., a) For Grading I Material
3Providing, laying, spreading and compacting stone aggregate of as per table 400-10 and 400-11 Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in uniform layers with motor grader/F.E.Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with lead up to 1 Km.
4Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level., 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
5Providing and fixing of Precast concrete interlocking blocks of manufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS : 6717-2001. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the instructions of Engineer-in-charge. The rates to be inclusive of all lead, lift, lifts & taxes general specifications of blocks.1. Shape : As specified by Engineer-in-charge.2. Tensile splitting strength and breaking load as per BS : 6717-2001 3. Colour : Grey cement natural colour 4. Variation in Dimension : Less than 1.6mm. 5. Variation in thickness : Less than 3.2mm, b) 80mm thick
6Providing and fixing Machine pressed cement concrete (M-20) compressed with hydraulic compression machine kerbs or dands of size upto 60 cm. Length as per drawing, jointing with cement mortar (1:3) over 20mm thick base cement mortar (1:6) & painting the exposed surface with enamel paint of approved brand complete work as per direction of Engineer-in-charge size 15 cm. x 38 cm..
7Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
8Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS: 383 , the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio 15:1 and minimum cement content of 200 Kg/Cum, aggregate gradation to be as per Table 600-4 after blending, mixing in batching plant as per mix design at optimum moisture content, transporting to site, laying with a hydrostatic paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.
9Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by flyash to the extent of 15 percent and sand by 10 percent mixed in a batching and mixing plantas per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved curing compound, finishing to lines and grades as per drawing all as specified in IRC 68-1976.
10Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
11Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge . All works upto floor V floor M20 grade Design Mix by using min 400 Kg of cement per cum of concrete
12Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level., Hot rolled deformed bars (IS : 1139).
13Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
14Random rubble dry stone Kharanja under floor.
15Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level., M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
16Supply & fixing of "L" type Bollard made out of 1.25mm thick M.S sheet, height 134 cm. welded in circular type ring section having upper dia 15 cm. and lower dia 21 cm. with another attachment of 15cm. X 15cm. circular section with 15 cm. face plate and hold fast at bottom , whole body is precessed in white stoving enamel and red reflective 3 hands, each of 7.5 cm. end one reflective sheet of 15 cm. dia provided to it, complete in all respect.
17Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for "AA" class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade wit, Size 1.50 M x 1.50 M
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