| 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 | 6.95 | 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 | 4.46 | 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 | 0.6 | 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 | 4.34 | Cubic Metre |
|---|
| 5 | 5 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including bailling out water, striking joints on unexposed faces and watering, excetra complete.\nItem / Page No : 1 / 257\nSpecification No : Bd.H.1\nSpec. Page No : 329\n | BI01010001010000000000000515BI0100001116 | 12.62 | Cubic Metre |
|---|
| 6 | 6 | Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailling out water, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) 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 : 8 / 227\nSpecification No : Bd.E.4, B-7\nSpec. Page No : 289-290, 38-40\nAdditional Specifications : With additional specification for controlled concrete. | BI01010001010000000000000515BI0100001117 | 0.55 | Cubic Metre |
|---|
| 7 | 7 | 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 | BI01010001010000000000000515BI0100001118 | 1.51 | 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 | 6.2 | 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 | 0.07 | Cubic Metre |
|---|
| 10 | 10 | Providing, fabricating and erecting at site of work the tubular steel structure as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns, purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required, excetra as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade, excetra complete. (For Ground Floor)\nItem / Page No : 7 / 224\nSpecification No : B-18\nSpec. Page No : 78\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001121 | 1.515 | Metric Ton |
|---|
| 11 | 11 | Providing and fixing of colour coated zincalume (R) AZ 150 (Minimum 150 grams per square metre total on each sides) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 milimetre base metal thickness (BMT) (0.5 milimetre TCT), Hi-strength steel with minium 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium, 43.4% zinc, 1.6% silicon) with COLORBOND (R) steel quality super durable polyster paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nominal 950-1050 milimetre effective cover width and nominal 25-30 milimetre deep ribs with subtle square fluting in the five pan at nominal 180-250 milimetre center to centre. The end rib shall be designed for anti capilary groove and return leg. The feed material should have coil manufacturer's product details marked at regular interval. Including fasteners with minium fatened with minium 25 um zinc-tin alloy coated, hex head, self-drilling screw, excetra complete. (Weight of profile 4.52 kilogram per square metre). (For Ground Floor)\nItem / Page No : 34 / 302\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001122 | 53.1 | Square Metre |
|---|
| 12 | 12 | Providing and fixing of colour coated zincalume (R) AZ 150 (Minimum 150 grams per square metre total on each sides) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 milimetre base metal thickness (BMT) (0.5 milimetre TCT), Hi-strength steel with minium 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium, 43.4% zinc, 1.6% silicon) with COLORBOND (R) steel quality super durable polyster paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nominal 950-1050 milimetre effective cover width and nominal 25-30 milimetre deep ribs with subtle square fluting in the five pan at nominal 180-250 milimetre center to centre. The end rib shall be designed for anti capilary groove and return leg. The feed material should have coil manufacturer's product details marked at regular interval. Including fasteners with minium fatened with minium 25 um zinc-tin alloy coated, hex head, self-drilling screw, excetra complete. (Weight of profile 4.52 kilogram per square metre). - 301 milimetre to 600 milimetre girth (surface width) (For Ground Floor)\nItem / Page No : 35 / 303\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001123 | 5.9 | Running Metre |
|---|
| 13 | 13 | Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:4 without neeru finish to concrete, brick surface, in all positions including scaffolding and curing, excetra complete. (For Ground Floor)\nItem / Page No : 7 / 268\nSpecification No : Bd.L.4\nSpec. Page No : 368\n | BI01010001010000000000000515BI0100001124 | 6.57 | Square Metre |
|---|
| 14 | 14 | Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing, excetra complete. (For Ground Floor)\nItem / Page No : 17 / 269\nSpecification No : Bd.L.15\nSpec. Page No : 372\n | BI01010001010000000000000515BI0100001125 | 12.96 | Square Metre |
|---|
| 15 | 15 | Providing and laying rough Shahabad stone flooring 25 milimetre to 30 milimetre thick and of required width in plain / diamond pattern on a bed of 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning, excetra complete. (For Ground Floor)\nItem / Page No : 1 / 273\nSpecification No : BD.M.1\nSpec. Page No : 379\n | BI01010001010000000000000515BI0100001126 | 24.41 | Square Metre |
|---|
| 16 | 16 | 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 | BI01010001010000000000000515BI0100001127 | 19.53 | Square Metre |
|---|
| 17 | 17 | 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 excetra with approved colour shade paint complete, on M.S.angle of size 35 X 35 X 3 milimetre frame with properly cross braced mild steel angles of size 35mmx35mmx3mm duly painted including Two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in Charge\nItem / Page No : 36 / 73\nSpecification No : MoRTH-801\nSpec. Page No : ---\nAdditional Specifications : The work shall be carried out as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001128 | 1 | Number |
|---|
| 18 | 18 | 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. | BI01010001010000000000000515BI0100001129 | 24.34 | Cubic Metre |
|---|
| 19 | 19.01 | 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.Crushing Value / Compressive Strength, Water Absorption, Specific Gravity Test for Stone / Rubble\n1 Test per | BI01010001010000000000000515BI0100001130 | 1 | Number |
|---|
| 20 | 19.02 | Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand\n1 Test per | BI01010001010000000000000515BI0100001131 | 1 | Number |
|---|
| 21 | 19.03 | Sieve Analysis Test for Metal below 40 milimetre\n1 Test per 200.00 | BI01010001010000000000000515BI0100001132 | 1 | Number |
|---|
| 22 | 19.04 | Water Absorption, Compressive Strength, Efflorescence Test for Burnt Bricks\n1 Test per 50000.00 | BI01010001010000000000000515BI0100001133 | 1 | Number |
|---|
