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Construction Of Wall Compound At Madhavganvetanaryhospital Tal Shirur 28Construction Of Wall Compound At Madhavganvetanary Hospital Tal Shirur, PUNE-Maharashtra

Rural Development Department has published Construction Of Wall Compound At Madhavganvetanaryhospital Tal Shirur 28Construction Of Wall Compound At Madhavganvetanary Hospital Tal Shirur. Submission Date for this Tender is 18-04-2020. Wall construction Tenders in PUNE Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

24140681
Construction Of Wall Compound At Madhavganvetanaryhospital Tal Shirur 28Construction Of Wall Compound At Madhavganvetanary Hospital Tal Shirur
Open Tender
Indian
Maharashtra
PUNE
18-04-2020

Tender Details

Construction Of Wall Compound At Madhavganvetanaryhospital Tal Shirur 28Construction Of Wall Compound At Madhavganvetanary Hospital Tal Shirur

Key Value

Document Fees
INR 200 /-
EMD
INR 7078.0 /-
Tender Value
INR 7.07 Lakhs /-

BOQ Items

Name of Work: 28Construction of wall compound at MadhavganVetanaryHospital Tal Shirur
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 36.45 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 24.3 Cubic Meter
3 3 Item No. 3: Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. BI01010001010000000000000515BI0100001115 7.29 Cubic Meter
4 4 Item No. 4: 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 (Natural Sand / Crushed sand VSI Grade finely washed / Crushed Sand ) DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt. etc) BI01010001010000000000000515BI0100001116 7.796 Cubic Meter
5 5 Item No. 5: 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 (Natural Sand / Crushed sand VSI Grade finely washed / Crushed Sand ) DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt.etc) BI01010001010000000000000515BI0100001117 9.85 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. 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 (Natural Sand / Crushed sand VSI Grade finely washed / Crushed Sand ) DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt. etc) BI01010001010000000000000515BI0100001118 5.103 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. 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 (Natural Sand / Crushed sand VSI Grade finely washed / Crushed Sand ) DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt. etc) BI01010001010000000000000515BI0100001119 5.279 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 1.72 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 superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete BI01010001010000000000000515BI0100001121 19.472 Cubic Meter
10 10 Item No. 10: 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. BI01010001010000000000000515BI0100001122 238.532 Square Meter
11 11 Item No. 11: Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including steel centering, formwork, cover blocks, laying / pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing 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 (Natural Sand / Crushed sand VSI Grade finely washed / Crushed Sand ) DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt.etc) BI01010001010000000000000515BI0100001123 1.297 Cubic Meter
12 12 Item No. 12: Providing patti/ band 100mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. BI01010001010000000000000515BI0100001124 56.4 Running Meter
13 13 Item No. 13: Providing and fixing mild steel grill work for windows, ventilators, etc. 15 kg/sqm as per drawing including fixtures necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complete. BI01010001010000000000000515BI0100001125 12.24 Square Meter
14 14 Item No. 14: Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete. BI01010001010000000000000515BI0100001126 238.532 Square Meter
15 15 Item No. 15: Providing and fixing mild steel grill gate with angle iron frame 65 mm x 65 mm x 10 mm with iron bars at 150mm.C/C and diagonal flats as per the detailed drawing including hinges, pivot blocks locking arrangement, welding riveting and oil painting of three coats of approved shade. Weight of gate 35 Kg/smt. BI01010001010000000000000515BI0100001127 3.6 Square Meter
16 16 Item No. 16: 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 BI01010001010000000000000515BI0100001128 1 Number
17 17 Item No. 17: Royalty Charges for HARD MURUM. Rate Inclusive of surcharge of 2% (141.34 + 2.82 = 144.16, Say 144.15) BI01010001010000000000000515BI0100001129 13.146 Cubic Meter
18 18 Item No. 18: BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). BI01010001010000000000000515BI0100001130 1 One Test
19 19 Item No. 19: BASIC TEST OF AGGREGATE. Sieve Analysis. BI01010001010000000000000515BI0100001131 1 One Test
20 20 Item No. 20: CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes). BI01010001010000000000000515BI0100001132 1 One Test
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