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Construction Of Anganwadi Building At Kamathi Tr . Satara ( 88 ) Tal- Satara , Dist- Satara 2019-20, Construction of Anganwadi Building At Kamathi Tr.-Maharashtra

Rural Development Department has published Construction Of Anganwadi Building At Kamathi Tr . Satara ( 88 ) Tal- Satara , Dist- Satara 2019-20. Submission Date for this Tender is 29-01-2021. Building Work Tenders in Construction of Anganwadi Building At Kamathi Tr. Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

26701190
Construction Of Anganwadi Building At Kamathi Tr . Satara ( 88 ) Tal- Satara , Dist- Satara 2019-20
Open Tender
Indian
Maharashtra
Construction of Anganwadi Building At Kamathi Tr.
29-01-2021

Tender Details

Construction Of Anganwadi Building At Kamathi Tr . Satara ( 88 ) Tal- Satara , Dist- Satara 2019-20

Key Value

Document Fees
INR 200 /-
EMD
INR 7464.0 /-
Tender Value
Refer document

BOQ Items

Name of Work : Construction of Anganwadi Building At Kamathi Tr. Satara ( 88 )Tal- Satara, Dist- Satara 2019-20
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material 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 for all leads and lifts excetra complete.\nItem / Page No : 2 / 197\nSpecification No : Bd.A.1\nSpec. Page No : 259\n BI01010001010000000000000515BI0100001112 12.29 Cubic Metre
2 2 Excavation for foundation in hard murum including removing the excavated material 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 for all leads and lifts excetra complete.\nItem / Page No : 6 / 197\nSpecification No : Bd.A.2\nSpec. Page No : 259\n BI01010001010000000000000515BI0100001113 11.42 Cubic Metre
3 3 Providing dry trap rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete.\nItem / Page No : 38 / 201\nSpecification No : Bd.A.12\nSpec. Page No : 264\n BI01010001010000000000000515BI0100001114 0.15 Cubic Metre
4 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 bailling out water, formwork,laying/pumping, compacting and curing excetra complete, with fully automatic micro processor based Programmable Logic Control with Supervisory Control and Data Acquisition enabled reversible Drum Type mixer. - With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)\nItem / Page No : 1 / 226\nSpecification No : Bd.E.1\nSpec. Page No : 287-288\nAdditional Specifications : With additional specifications for controlled concrete. BI01010001010000000000000515BI0100001115 6.99 Cubic Metre
5 5 Providing and laying in situ/Ready Mix cement concrete M-20 of trap metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, excetra including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)\nItem / Page No : 11 / 230\nSpecification No : Bd.F.3, B-7\nSpec. Page No : 298, 38-40\nAdditional Specifications : With additional specification for controlled concrete. BI01010001010000000000000515BI0100001116 5.54 Cubic Metre
6 6 Providing and laying cast in situ / Ready Mix cement conrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete columns as per detailed designs and drawing or as directed, including steel centering, formwork, cover blocks,aying/pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete.with fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor)\nItem / Page No : 31 / 232\nSpecification No : Bd.F.5, B-7\nSpec. Page No : 300, 38-40\nAdditional Specifications : With additional specification for controlled concrete. BI01010001010000000000000515BI0100001117 3.23 Cubic Metre
7 7 Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor)\nItem / Page No : 50 / 234\nSpecification No : Bd.F.6, B-7\nSpec. Page No : 300-301, 38-40\nAdditional Specifications : With additional specification for controlled concrete. BI01010001010000000000000515BI0100001118 6.77 Cubic Metre
8 8 Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete.\nItem / Page No : 36 / 201\nSpecification No : Bd.A.10\nSpec. Page No : 262-263\n BI01010001010000000000000515BI0100001119 8.57 Cubic Metre
9 9 Filling in plinth and floors with contractors material / brought from outside and approved by Engineer In-Charge, in 15 centimetre to 20 centimetre layers including watering and compation excetra complete.\nItem / Page No : 37 / 201\nSpecification No : Bd.A.11\nSpec. Page No : 263-264\n BI01010001010000000000000515BI0100001120 5.71 Cubic Metre
10 10 Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for reinforced cement concrete 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 the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor)\nItem / Page No : 70 / 236\nSpecification No : Bd.F.8, B-7\nSpec. Page No : 302-303, 38-40\nAdditional Specifications : With additional specification for controlled concrete. BI01010001010000000000000515BI0100001121 7.25 Cubic Metre
11 11 Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap metal for reinforced cement concrete chajja as per detailed design and drawings including centering, formwork, cover blocks, compacting, finishing and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With natural sand/V.S.I. quality Artificial Sand (For Ground Floor)\nItem / Page No : 5 / 239\nSpecification No : BDF-9, B-7\nSpec. Page No : 303-304, 38-40\nAdditional Specifications : With additional specification for controlled concrete. BI01010001010000000000000515BI0100001122 0.24 Cubic Metre
12 12 Providing and fixing in position thermo mechnically treated FE-500 bar reinforcements of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete. (For Ground Floor)\nItem / Page No : 33 / 245\nSpecification No : Bd.F.17\nSpec. Page No : 306\n BI01010001010000000000000515BI0100001123 1.785 Metric Ton
13 13 Providing second class burnt brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in foundations and plinth of inner walls / in plinth external of walls including bailling out water manually, striking joints, on unexposed faces, racking out joints on exposed faces and watering complete.\nItem / Page No : 1 / 254\nSpecification No : Bd.G.1\nSpec. Page No : 313\n BI01010001010000000000000515BI0100001124 2.17 Cubic Metre
14 14 Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 superstructure including striking joints, racking out joints, watering and scaffolding, excetra complete. (For Ground Floor)\nItem / Page No : 5 / 254\nSpecification No : Bd.G.5\nSpec. Page No : 315\n BI01010001010000000000000515BI0100001125 13.63 Cubic Metre
15 15 Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 milimetre diameter / 2 hoop iron strips 25 milimetre X 1.6 milimetre placed at every third course, properly bent and bounded at ends, scaffolding, racking out joints and watering, excetra complete. (For Ground Floor)\nItem / Page No : 6 / 254\nSpecification No : Bd.G.7\nSpec. Page No : 316\n BI01010001010000000000000515BI0100001126 13.21 Square Metre
16 16 Providing and fixing cold rolled steel hollow door frame 105 milimetre X 60 milimetre for any sizes including hold fast, hinges, tie members with red oxide and gray paint excetra complete as per Indian Standards Institution specifications and code of practice prescribed including anticorosive treatment, excetra complete as directed by the Engineer. (For Ground Floor)\nItem / Page No : 49 / 327\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. BI01010001010000000000000515BI0100001127 1.89 Square Metre
17 17 Providing and fixing solid core flush door shutter commercial in single leaf 32 milimetre thick without ventilator commercial type of exterior grade as per detailed drawings, with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting three coats, excetra complete. (For Ground Floor)\nItem / Page No : 10 / 315\nSpecification No : Bd.T.36\nSpec. Page No : 500\n BI01010001010000000000000515BI0100001128 1.8 Square Metre
18 18 Providing and fixing mild steel grill work for windows, ventilators, excetra 15 kilogram per square metre as per drawing including fixtures, necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting, excetra complete. (For Ground Floor)\nItem / Page No : 2 / 338\nSpecification No : Bd.U.1\nSpec. Page No : 537\n BI01010001010000000000000515BI0100001129 5.22 Square Metre
19 19 Providing and fixing in position (as per Indian Standard 1868/1982) aluminium sliding window of two tracks with rectangular pipe having overall dimentsions 63.50 milimetre X 38.10 milimetre X 1.02 milimetre at weight 0.547 kilogram per running metre and window frame bottom track section 61.85 milimetre X 31.75 milimetre X 1.20 milimetre at weight 0.695 kilogram per running metre. Top and side track section 61.85 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.659 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass with all required screws and nuts, excetra complete. - With colour anodising with box. (For Ground Floor)\nItem / Page No : 37 / 321\nAdditional Specifications : The work shall be carried out as per instructions of Engineer in charge. BI01010001010000000000000515BI0100001130 5.22 Square Metre
20 20 Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforcement jali 50 milimetre thick with 3 milimetre diameter mild steel bar reinforcement, of approved design on both side, fixing in cement mortar 1:3 and curing complete. (For Ground Floor)\nItem / Page No : 46 / 251\nSpecification No : Bd.F.19\nSpec. Page No : 307\n BI01010001010000000000000515BI0100001131 0.27 Square Metre
21 21 Providing sills of polished Kadappa stone 25 milimetre to 30 milimetre thick on a bed of 1:4 cement mortar including cement float, filling joints with slurry, curing, polishing, and cleaning, excetra complete. (For Ground Floor)\nItem / Page No : 20 / 276\nSpecification No : Bd.M.29\nSpec. Page No : 391\n BI01010001010000000000000515BI0100001132 5.63 Square Metre
22 22 Providing internal cement plaster 12 milimetre thick in a single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing, etc. complete. (For Ground Floor)\nItem / Page No : 3 / 268\nSpecification No : Bd.L.2, Bd.L.10\nSpec. Page No : 368, 370\n BI01010001010000000000000515BI0100001133 106.34 Square Metre
23 23 Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing, excetra complete. (For Ground Floor)\nItem / Page No : 6 / 268\nSpecification No : Bd.L.4\nSpec. Page No : 368\n BI01010001010000000000000515BI0100001134 97.87 Square Metre
24 24 Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. - Flooring (For Ground Floor)\nItem / Page No : 40 / 279\nSpecification No : Bd.M.12\nSpec. Page No : 385\n BI01010001010000000000000515BI0100001135 40.78 Square Metre
25 25 Providing and laying chequered tiles of approved quality of size 30 centimetre X 30 centimetre for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning, curing, excetra complete. (For Ground Floor)\nItem / Page No : 66 / 283\nSpecification No : Bd.M.12\nSpec. Page No : 385\n BI01010001010000000000000515BI0100001136 2.75 Square Metre
26 26 Providing and laying ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to Indian Standard 15622 : 2006 (Group Bii-A) and 7 milimetre to 8 milimetre thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white / colour cement slurry, cleaning, curing, excetra complete. (For Ground Floor)\nItem / Page No : 24 / 276\nSpecification No : Bd.M.12\nSpec. Page No : 385\n BI01010001010000000000000515BI0100001137 1.98 Square Metre
27 27 Providing and laying ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to Indian standared for dado and skirting in required position with ready made adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white / colour cement slurry, cleanding, curing, excetra complete. (For Ground Floor)\nItem / Page No : 25 / 277\nSpecification No : Bd.M.13\nSpec. Page No : 386\n BI01010001010000000000000515BI0100001138 3.39 Square Metre
28 28 Providing and fixing Orissa type white glazed earrthenware 575 milimetre water closet pan including "S" trap with earthenware foot rests, cast iron soil and vent pipe upto outside face of the wall, 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories, excetra complete. (For Ground Floor)\nItem / Page No : 30 / 355\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. BI01010001010000000000000515BI0100001139 1 Number
29 29 Providing and fixing white glazed earthenware wash hand basin of 45 centimetre X 30 centimetre size including cold water piller tap / cold and hot water piller tap brackts, rubber plugs and brass chain, stop tap and necessary pipe connections including poly vinyl chloride waste pipe and trap upto the outside face of the wall.Making good thedamaged surface, testing excetra complete. (For Ground Floor)\nItem / Page No : 64 / 348\nSpecification No : Bd.V.30\nSpec. Page No : 565\n BI01010001010000000000000515BI0100001140 1 Number
30 30 Providing soak pit of size 120 centimetre X 120 centimetre X 120 centimetre including excavating and filling with brick bats.\nItem / Page No : 19 / 353\nSpecification No : Bd.V.46\nSpec. Page No : 576\n BI01010001010000000000000515BI0100001141 1 Number
31 31 Providing, laying and fixing polyvinyl chloride pipe of 110 milimetre diameter with fittings such as bends, tees, reducers, clamps, excetra including necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed excetra complete.\nItem / Page No : 28 / 354\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. BI01010001010000000000000515BI0100001142 2 Running Metre
32 32 Providing, laying and fixing polyvinyl chloride pipe of 15 milimetre diameter with fittings, such as bends, tees, reducers, clamps, excetra including necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete.\nItem / Page No : 21 / 353\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. BI01010001010000000000000515BI0100001143 2 Running Metre
33 33 Providing and fixing screw down 15 milimetre diameter metre wheeled stop tap of brass including necessary sockets / union nut complete. (For Ground Floor)\nItem / Page No : 43 / 346\nSpecification No : Bd.V.9\nSpec. Page No : 555\n BI01010001010000000000000515BI0100001144 1 Number
34 34 Provoding and fixing high density polyethylen container of approved make one piece moulded water tank made out of high density polyethylen and built corrugated inclusive of delivery upto destination housting, fixing of accessaries such as inlet, outlet, overflow pipe inclusive of all Taxes. Capacity between 200 litres to 1000 litres. (For Ground Floor)\nItem / Page No : 53 / 358\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. BI01010001010000000000000515BI0100001145 200 Litre
35 35 Providing and applying washable oil bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces (excluding the primer coat), excetra complete. (For Ground Floor)\nItem / Page No : 11 / 291\nSpecification No : Bd.P.5\nSpec. Page No : 413\n BI01010001010000000000000515BI0100001146 8.65 Square Metre
36 36 Providing and applying two coats of waterproof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surfaces, watering for two days, excetra complete. (For Ground Floor)\nItem / Page No : 13 / 287\nSpecification No : Bd.O.8\nSpec. Page No : 406\n BI01010001010000000000000515BI0100001147 8.5 Square Metre
37 37 Providing and fixing mild steel grill door 24 kilogram per square metre of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and three coats of oil painting, excetra complete. (For Ground Floor)\nItem / Page No : 31 / 319\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. BI01010001010000000000000515BI0100001148 0.9 Square Metre
38 38 Providing and fixing mild steel grill railing weighing 15 kilogram per square metre with teak wood hand rail of size 75 milimetre X 60 milimetre and sill 75 milimetre X 25 milimetre and posts for verandah including fabricating, fixtures, erecting and painting the grill work with one coat of anticorrosive paint and two coats of oil paint and polishing the hand rail with French polish. (For Ground Floor)\nItem / Page No : 9 / 339\nAdditional Specifications : The work shall be carried out as directed by Engineer-In-Charge. BI01010001010000000000000515BI0100001149 1 Square Metre
39 39 Painting letters upto 20 centimetre height complete brushes, coir brushes, dusting, cleaning, including cost of paint, excetra complete.\nItem / Page No : 5 / 54\nSpecification No : MORTH-805\nSpec. Page No : 243-244\n BI01010001010000000000000515BI0100001150 106 Number
40 40.01 Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.\nItem / Page No : 4 / 0\nAdditional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it.Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand\n1 Test per Source BI01010001010000000000000515BI0100001151 1 Number
41 40.02 Compressive Strength of Cement Concrete Cube\n1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre BI01010001010000000000000515BI0100001152 2 Number
42 40.03 Water Absorption, Compressive Strength, Efflorescence Test for Burnt Bricks\n1 Test per 50000.00 Number BI01010001010000000000000515BI0100001153 1 Number
43 41 Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor.\nItem / Page No : 3 / 0\nAdditional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 67 Dated 15-5-2015 and Government of Maharashtra Public Works Department State Schedule of Rates 2017-18 General Note Number 4.3. 2. Above / below percentage quoted by the contractor will not be applicable for this item. BI01010001010000000000000515BI0100001154 22.93 Cubic Metre
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