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16 . Construction Of Shadikhana At- Bavada Tal- Indapur Dist Pune, PUNE-Maharashtra

Rural Development Department has published 16 . Construction Of Shadikhana At- Bavada Tal- Indapur Dist Pune. Submission Date for this Tender is 28-01-2021. Building Work Tenders in PUNE Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

26683912
16 . Construction Of Shadikhana At- Bavada Tal- Indapur Dist Pune
Open Tender
Indian
Maharashtra
PUNE
28-01-2021

Tender Details

16 . Construction Of Shadikhana At- Bavada Tal- Indapur Dist Pune

Key Value

Document Fees
INR 560 /-
EMD
INR 8853.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Item No. 1: 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 BI01010001010000000000000515BI0100001113 13.549 Cubic Meter
2 2 Item No. 2: Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres 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 1.50 m) By Mechanical Mean BI01010001010000000000000515BI0100001114 5.4 Cubic Meter
3 3 Item No. 3: Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC WITHOUT SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate ( Crushed sand VSI Grade finely washed )( N. Sand - Cr. Sand ) = diff. ( 1575 - 692 ) = 883 (5449-117 )=5332 ( Non Scada= 117 ) Rate = 5332 BI01010001010000000000000515BI0100001115 11.637 Cubic Meter
4 4 Item No. 4: Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC WITHOUT SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed )( N. Sand - Cr. Sand ) = diff. ( 1575 - 692 ) = 883 ( 6440.00-117 ) Rate = 6323 BI01010001010000000000000515BI0100001116 5.184 Cubic Meter
5 5 Item No. 5: Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed 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 and structural steel).with fully automatic micro processor based PLC WITHOUT SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed ) ( N. Sand - Cr. Sand ) = diff. ( 1575 - 692 ) = 883 Rate = 12528 - 117 = 12411.00 BI01010001010000000000000515BI0100001117 5.418 Cubic Meter
6 6 Item No. 6: Providing 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. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC WITHOUT SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed ) ( N. Sand - Cr. Sand ) = diff. ( 1575 - 692 ) = 883 Rate = 11104 - 117 = 10987.00 BI01010001010000000000000515BI0100001118 11.41 Cubic Meter
7 7 Item No. 7: 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 and 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 and structural steel).with fully automatic micro processor based PLC WITHOUT SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed ) ( N. Sand - Cr. Sand ) = diff. ( 1575 - 692 ) = 883 Rate = 12449 - 117 = 12332.00 BI01010001010000000000000515BI0100001119 11.581 Cubic Meter
8 8 Item No. 8: 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. BI01010001010000000000000515BI0100001120 2.984 Metric Tonne
9 9 Item No. 9: Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. BI01010001010000000000000515BI0100001121 3.501 Cubic Meter
10 10 Item No. 10: Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. BI01010001010000000000000515BI0100001122 16.2 Cubic Meter
11 11 Item No. 11: Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15cm. to 20cm. including watering and compaction etc. complete. BI01010001010000000000000515BI0100001123 33.992 Cubic Meter
12 12 Item No. 12: Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete BI01010001010000000000000515BI0100001124 2.364 Cubic Meter
13 13 Item No. 13: Providing internal cement plaster 20mm thick in single coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete BI01010001010000000000000515BI0100001125 169.752 Square Meter
14 14 Item No. 14: Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. BI01010001010000000000000515BI0100001126 36.771 Square Meter
15 15 Item No. 15: Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete. BI01010001010000000000000515BI0100001127 169.752 Square Meter
16 16 Item No. 16: Providing and laying Polished Tandur Stone flooring 25mm to 30mm thick required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete. BI01010001010000000000000515BI0100001128 77.205 Square Meter
17 17 Item No. 17: Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. BI01010001010000000000000515BI0100001129 21.012 Square Meter
18 18 Item No. 18: Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in one coat including scaffolding, preparing the surfaces. (excluding the primer coat.)etc. complete. BI01010001010000000000000515BI0100001130 169.752 Square Meter
19 19 Item No. 19: 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 BI01010001010000000000000515BI0100001131 1 Number
20 20 Item No. 20: Royalty Charges for HARD MURUM. Rate Inclusive of surcharge of 2% (141.34 + 2.82 = 144.16) BI01010001010000000000000515BI0100001132 33.99 Cubic Meter
21 21 Item No. 21: CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes). BI01010001010000000000000515BI0100001133 1 One Test
22 22 Item No. 22: MORTOR Compressive Strength.( Set of 3 Cubes) BI01010001010000000000000515BI0100001134 1 One Mix Design
23 23 Item No. 23: STEEL BAR TESTING Upto 16 mm (Set of 3 Bars) BI01010001010000000000000515BI0100001135 1 One Test
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