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| 1 | Earthwork in open/ Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sqm on plan in all types of soil, mixture of gravel and disintegrated rock, hard stiff clay including grading and levelling neatly by breaking clods, disposal of excavated earth upto 50m lead & lift upto 1.5m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specifications. |
| 2 | Earthwork excavation by mechanical means (Hydraulic excavator)/manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with lift upto 1.5m and within a lead of 50 metres, etc., all complete as per specifications and as directed. |
| 3 | All kinds of soil upto 1.50mtr depth |
| 4 | Earthwork excavation for trial pits of required size in hard gravelly soil and other types of soil upto 1.50 mtr. depth without damaging the existing underground service lines including shoring, strutting, bailing of water, protection of existing underground utilities such as water line, service cables, etc., refilling the sides of trial pit as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with a lead of 50 metres and finishing the surface to proper level etc., all complete as per specifications and as directed by Engineer- in-Charge. |
| 5 | Filling available selected excavated earth (excluding rock) in trenches, plinth, sides of foundation etc., in layer not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, lead upto 200 m and lift upto 1.5m etc., all complete as per specification. |
| 6 | Supplying and filling in childrens playing area with river sand/pebble stone sand including conveyance by lorry load, filling in layers of not more than 150mm in depth, each layer shall be well consolidated including watering, and dressing, levelling and dressing the top surface, etc., all complete as per standard specifications and as directed by Engineer- in-Charge. |
| 7 | Supplying and spreading of river pebbles (All colours) of various sizes ranges from 12mm to 40mm including loading, unloading, carriage etc., all complete as directed by Engineer- in-Charge. |
| 8 | Providing and laying of Wet Mix Macadam (WMM) for Sub-base and base course conforming to clause 406 of MORT&H Specification for road and bridge works (Fifth Revision) using 53mm downgraded stone aggregate including cost of coarse aggregates, fine aggregate, premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver/motor grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., all as per specification and as directed by Engineer-in-charge. |
| 9 | Clearing heavy jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level, removal of rubbish upto a distance of 60m outside the periphery of the area cleared, cutting and stacking the useful fire wood if any within an initial lead of 100 mtrs etc., all complete as per specification and as directed by Engineer-In-Charge. |
| 10 | Disposal of surplus excavated earth / Debris by collecting, loading, transporting by mechanical means and unloading them at places as shown by the Department within a lead specified below and levelling, etc., all complete as per specifications and as directed by the Engineer-in-Charge.Note: 1) The rates in respect of this item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements.2) The earth shall be dumped well inside the dumping yard and not over approach pathway road. |
| 11 | Exceeding 1 Km but not exceeding 2 Kms |
| 12 | Providing and laying in position of plain cement concrete using hard granite broken stone in foundations, trenches etc. including mechanical mixing, ramming, compaction, leveling, curing, dewatering, if any including the cost of formwork etc., all complete as per specifications. |
| 13 | 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 25mm nominal size) |
| 14 | 1 : 2 : 4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) |
| 15 | Providing, erecting, placing in position and removing Formwork for all insitu concrete works at all lifts and all shapes such as circular works, chamfers, splays, etc., using Steel / Plywood shuttering including centering, scaffolding, strutting, propping with necessary bracing in all areas, fixing of EPs, cutting holes and fixing pipe sleeves, applying of approved form oil over surface in contact with concrete, de-shuttering after specified curing period, etc., all complete as per drawings and specifications.[Note : Measurement for the formwork shall be the area of forms in contact with concrete surfaces. Stop boards for construction joints will not be measured separately for payment. Centering and shuttering where exceeding 3.5m height in one floor shall be measured and paid for separately.] |
| 16 | For Plain Surfaces at all levels |
| 17 | Providing and casting insitu Reinforced Cement Concrete 1:1.5:3 using machine crushed hard broken granite stone of nominal size 20mm including mechanical mixing, transporting, placing at all lifts, vibrating, consolidation, curing, finishing smooth all exposed faces, for all insitu concrete items, etc. as per drawings and specifications.Note:The rate quoted shall be exclusive of reinforcement and formwork which will be paid for separately under relevant items. |
| 18 | Providing, cutting, bending, placing and binding Steel reinforcement using TMT bars of Fe-500D grade in all reinforced cement concrete works including cutting, bending, fixing, tieing in position with 1.6 mm dia soft drawn annealed binding wire, cost of cover blocks in C.M 1:2, etc., complete as per specifications and drawings. Important Note: The required quantity of steel reinforcement as mentioned in the schedule should be procured by the contractor only of SAIL, Rashtriya Ispat Nigam Limited (VIZAG), TATA Steel & JINDAL from authorised dealers which shall conform to IS: 1786 (Latest Edition). |
| 19 | Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast plain solid units, slabs, exhaust fan moulds etc., in reinforced cement concrete of 1:2:4, using 20mm and below machine crushed graded stone aggregate and crushed stone sand including weigh batching, mechanical mixing, casting, vibrating, finishing of exposed faces, curing, necessary formwork & moulds, transporting and placing at all lifts, preparation of connections, grouting with cement mortar/cement grout wherever needed excluding steel reinforcement complete all as per drawing, specification and as directed by Engineer-in-Charge. |
| 20 | Providing and laying Random Rubble masonry in Cement mortar 1 : 6 (1 cement: 6 coarse sand) in foundation and plinth using hard granite stones obtained from approved quarry including bond stones of 2 Nos/Sq.m at 1.5 to 1.8 mtrs apart, raking out joints, curing, etc., all as per standard specification. |
| 21 | Providing and constructing brick masonry at all lifts in cement mortar 1:5 using well cured flyash bricks of class 5 (non-modular) made up of using Flyash + Sand + Lime + additives (Gypsum/Cement) with waterproofing chemicals and accelerators confirming to IS-12894 or latest edition including suitable scaffolding, raking out joints, continues curing for specified period, etc., all complete as per specifications and drawings. |
| 22 | Providing and constructing 110mm thick brick work for partition/kerb walls in cement mortar 1:4 using well cured flyash bricks of class 5 (non-modular) made up of using Flyash + Sand + Lime + additves (Gypsum/Cement) with waterproofing chemicals and accelerators confirming to IS-12894 or latest edition including suitable scaffolding, raking out joints, continuos curing for specified period, etc., all complete as per specifications and drawings |
| 23 | Supplying, fabricating and fixing Steel gate/ Grills of required pattern and size for compound wall, Staircase Hand Rails, etc., fixed to openings/wooden frames at site, comprising of MS square bars / MS rounds / MS flats, etc., including fixing with necessary wood screws for fixing grills / by welding in steel windows, painting with two coats of anti corrosive paint of approved colour and make over a coat of red oxide zinc chromate primer/ zinc phosphate primer, etc., all completed as per specification.[Note: The rate shall be inclusive of lifting arrangements if any required to hoist and concrete embedment's for fixing the steel works.] |
| 24 | Providing and laying Indian Patent Stone (IPS) flooring 40 mm thick with cement concrete of mix 1:2:4 (1 part cement : 2 parts coarse sand : 4 parts graded stone aggregate), using 20 mm and 10 mm size hard broken stone aggregates, finished with a floating coat of neat cement, including laying in panels, applying cement slurry, compacting, curing, rubbing the surface smooth, and finishing with a power trowel machine etc., all complete as per specifications and as directed by Engineer - in - charge. |
| 25 | Providing flooring / Cladding with approved Cement Concrete designer tiles of make Eurocon/Ultra or other approved equivalent make conforming to IS:1237 of approved size, shape and colour over brickwork/ concrete surfaces over a base coat of 12 mm thick CM 1:3 and 20mm thick in CM 1:4 for cladding and flooring respectively, including filling the joints with the matching colour paste (white cement plus colour pigments), simultaneous sunk pointing at all levels, scaffolding, curing, finishing, washing the floor with soap solution etc., all complete as per specifications and as directed by the Engineer. |
| 26 | Flooring/Step |
| 27 | Plastering with Cement Mortar 1:5, 12mm thick for brickwork / Concrete on its external faces at all lifts including adding admixtures of approved make, scaffolding, curing and forming grooves wherever necessary all complete as per specifications and as directed by the Engineer-incharge.[Note: 6mm premium glass fibre of make Dugar & Co or Recron shall be mixed with Cement @ 60 gms of glass fibre per 50kgs of cement] |
| 28 | Providing Painting over all exposed surfaces at all heights over rough cast plaster/plain plaster with Two Coats of premium exterior emulsion paint of make Asian (APEX - Dust proof exterior emulsion) / Berger (Anti dustt weather coat) or other approved equivalent make of approved shade over a coat of exterior wall primer of make Asian / Berger or other approved equivalent make including preparation of surfaces, curing, scaffolding etc., all complete as per specifications. |
| 29 | Painting over Plain Plaster at all lifts. |
| 30 | Art Painting at external wall with 2D/3D effect art theme of approved design as detailed below including preparation of surfaces by applying the primer coat, applying one or more coats of approved make wall care putty if required, making surface smooth without porous by sanding, applying two coats of (APEX - Ultima Protek) / Berger (Weather coat Long Life 10), making hand art of approved theme/drawings, finishing the art/painting, scaffolding etc., all complete at all lifts as per specifications and as directed by Engineer-In-Charge.1) Preparing the surface and applying one coat of primer Smartcare Damp Sheath Exterior primer / Berger HS Dampstop Elasto of make Asian or Berger or other approved equivalent make. 2) Applying one or more coats of approved make wall care putty, making surface smooth without porous by sanding, removing the dust, making surface ready for applying top coat. 3) Applying two coats of Exterior painting using Asian (APEX - Ultima Protek) / Berger (Weather coat Long Life 10) or other approved equivalent make of approved shade. Colour and design shall be as per approved concept/ theme. 4) Hand art painting of approved theme as per design and manufacturer specification. Indoor game theme like - Badminton, basket ball, chess etc., of make Asian or Berger or other approved make shall be used. 5) Painting over the preparation of surface with one or more coat of Exterior emulsion paint of make Asian (APEX - Ultima Protek) / Berger (Weather coat Long Life 10) or other approved make using suitable brush, cotton or roller as per manufacturere instructions. 6) After completion of drawing one coat of clear PU shall be applied over entired painting/art area and cleaning the floor surface etc. (Note : The painting shall be done with specialised manpower having sufficient knowledge in art painting) |
| 31 | Supplying, laying and jointing of following dia. of Rigid PVC pipe and specials of approved make with ISI mark as per IS 4985:2000 unloading at work site, laying and fixing the pipes and specials with necessary solvent cement of approved make, testing to required working pressure etc., all complete excluding earthwork excavation which will be paid separately under relevant item as per specification and as directed by the Engineer-in-charge. |
| 32 | 110mm OD PVC pipe of class-3 (6Kg/Sq.cm) |
| 33 | Providing and fixing sitout benches of size 1500 x 450mm made up of granite stone slab of 100 thick resting on two granite pillars of size 230 x 230 x 900mm height including carving the design as per drawing by trained Sculptors, finishing the surface with fine chisel work, embedding the stone pillars with slab, applying protective coating, shifting/erecting by mechanical/manual etc., all complete as per specification and as directed by the Engineer - in - charge. (Note:- The cost of Earthwork, PCC will be paid for separately under relevant items). |
| 34 | Providing and fixing sitout benches of size 1500 x 450mm seater and 500mm height of back rester made up of granite stone slab of 100 thick resting on two granite pillars of size 230 x 230 x 900mm height including carving the design as per drawing by trained Sculptors, finishing the surface with fine chisel work, embedding the stone pillars with slab, applying protective coating, shifting/erecting by mechanical/manual etc., all complete as per specification and as directed by the Engineer - in - charge. Note:- The cost of Earthwork, PCC will be paid for separately under relevant items). |
| 35 | Providing and laying factory made precast Kerb stone of M-20 grade cement concrete of size 100mm thick & 500mm ± 50mm depth with suitable interlocking arrangement, top chamfering of size 50x70 mm or as approved size including excavation, conveying, laying the precast kerb blocks in position to the required line, level and curvature, making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), jointing / pointing the joints with cement mortar 1:3, refilling the sides, compacting, making drainage opening wherever required, etc., all complete as per specification and as directed. (Note: Length of finished Kerb edging shall be measured for payment and Precast kerb stone shall be approved by Engineer-in-charge.) |
| 36 | Providing and laying 60mm thick factory made chamfered edge prefabricated cement concrete interlocking Solid / perforated paver block of M-30 grade made by table vibratory method using PU moulded with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over 100mm thick compacted bed of coarse sand including cost of sand filling, levelling with required slope, ramming the surface, watering, consolidation using vibratory earth rammers, filling the joints with sand, cleaning, etc., all complete as per specification and as directed by the Engineer-incharge. |
| 37 | Dismantling Reinforced cement concrete at all lifts including clearing and depositing the same with a distance of 100 metres as directed by Engineer-in-charge. |
| 38 | Dismantling Brick work in cement mortar at all lifts including clearing and depositing the debris within a distance of 100 metres all as directed by Engineer-in-charge. |
| 39 | Cutting/scrapping the existing Bituminous road of varying thickness for construction of new road including cutting, levelling and disposal of debris with in 100m lead, levelling the disposal materials etc., all complete as per specification and as directed by Engineer – In – charge. Government of IndiaDepartment of Atomic EnergyGeneral Services OrganizationCivil Engineering Group TENDER DOCUMENT FOR Development of Children’s park for Sampangi, Samanthi & Amaravathi Tower blocks area in Anupuram Township. Tender No: GSO/CTC/CEG/318/2026 Part – II : Financial Bid (Section - VIII) INDEX S/No. Title Page No. |
| 40 | GENERAL INFORMATION FOR GUIDANCE OF TENDERERS |
| 41 | The schedule of quantities is to be read for the purpose of pricing in conjunction with the special conditions, general rules for the guidance of contractors, conditions of contract, specifications, drawings, schedule of supply of materials and the appendices. |
| 42 | The prices inserted in the schedule of quantities shall be inclusive of value of the work described including all cost and expenses, which may be required in and for the construction of the work described together with the general risks, liabilities and obligations not forth or implied in the documents on which the tender is to be based. |
| 43 | The quantities stated are to be considered approximate only and the unit prices entered in the schedule of quantities and prices shall apply only to the actual quantities measured in the completed work in accordance with the specifications. |
| 44 | All the materials other than those shown in schedule of supply of materials in section VII are to be arranged by the contractor and his rates should account for the same. |
| 45 | Rates quoted for all items in this tender shall include cost of all materials including cement and steel. Department will not supply any materials other than materials stipulated in Section - VII of the tender and as such the rates quoted must be all inclusive. |
| 46 | If contractors need any clarification they are required to contact the ‘Head, E&CS, CEG, ESG, GSO, Kalpakkam – 603 102, Chengalpattu district, Tamilnadu (Ph – 044 - 27481238 and 044-27480500 Extn. 84791, 85803) during office hours. SECTION VIII - CONDITIONS FOR CEMENT & STEEL |
| 47 | The contractor shall be responsible for supply of cement and procure Ordinary Portland Cement conforming to IS 269-2015 / Portland Pozzolona Cement conforming to IS: 1489-2015 and use it on works. Since the supply of cement by the department has been dispensed, all the clauses relevant to supply of cement by department in this tender document stands cancelled. The contractor shall purchase cement from the approved manufacturers only. The secured advance on cement shall be regulated as per Clause 10-B of conditions of contract. Secured advances on cement up to 90% of assessed price shall be paid to the contractor after indemnifying the Government and through insurance cover. The quantity of cement on which secured advance shall be paid will be restricted to the consignment of cement tested and passed in the test in department laboratory. Prior approval to be obtained from the Engineer for the quantities proposed to be purchased. |
| 48 | The contractor shall procure Ordinary Portland Cement conforming to IS 269-2015 / Portland Pozzolona Cement conforming to IS: 1489-2015 and use it on works. Ordinary Portland Cement, as required in the work, from reputed manufacturers of cement, having a production-capacity of one million tonnes per annum or more, such as A.C.C., L & T, J.P. Rewa, Vikram, Shri Cement, Birla Jute and Cement Corporation of India, etc., as approved by Ministry of Industry, Government of India, and holding license to use ISI certification mark for their product whose name shall be got approved from Engineer-in-charge. Supply of cement shall be taken in 50 Kg. bags bearing manufacturer’s name and ISI marking, samples of cement arranged by the contractor shall be taken by the Engineer-in-charge and got tested in accordance with provisions of relevant BIS codes. In case test results indicate that the cement arranged by contractor does not conform to the relevant BIS codes, the same shall stand rejected and shall be removed from the site by the contractor at his own cost within a week’s time of written order from the Engineer-in-charge to do so. |
| 49 | The cement shall be brought at site in bulk supply of approximately 50 tonnes or as decided by the Engineer-in-charge. |
| 50 | The cement Godown of having a capacity to store minimum of 2000 bags of cement shall be constructed by the contractor at site of work for which no extra payment shall be made from department. Double lock provision shall be made to the door of the cement godown. The keys of one lock shall remain with the Engineer in charge or his authorised representative and the key of the other lock shall remain with the contractor. The contractor shall be responsible for the watch and ward the safety of the cement godown. The contractor shall facilitate the inspection of the cement godown by the Engineer-in-charge at any time. |
| 51 | The contractor shall supply free of charge the cement required for testing. The cost of tests shall be borne by the contractor. |
| 52 | The actual issue and consumption of cement on work shall be regulated and proper accounts maintained as provided in Clause 10 of the contract. The theoretical consumption of cement shall be worked out as per procedure prescribed in Clause 42 of the contract and shall be governed by conditions laid therein. |
| 53 | Cement brought to site and cement remaining unused after completion of work shall not be removed from site without written permission of the Engineer-in-charge. REINFORCEMENT STEEL |
| 54 | The contractor shall procure only TMT bars of Fe-500D Grade conforming to IS – 1786 (Latest edition) produced by the following manufacturers SAIL, RINL, TATA & JINDAL with a test certificate and use it on works after getting approval from department Engineer or tested in department laboratory. Sample shall be tested for all the required parameter as specified in the BIS before bulk purchase. The contractor shall have to obtain and furnish test certificates to the Engineer-in-charge in respect of all supplies of steel brought by him to the site of work. Samples shall also be taken and got tested by the Engineer-in-charge as per the provisions in this regard in relevant BIS codes. In case the test results indicate that the steel arranged by the contractor does not conform to BIS codes, the same shall stand rejected and shall be removed from the site of work by the contractor at his cost within a week’s time from written orders from the Engineer-in-charge to do so. |
| 55 | The steel reinforcement shall be brought to the site in bulk supply of 10 tonnes or more or as decided by the Engineer-in-charge. |
| 56 | The steel reinforcement shall be stored by the contractor at site of work in such a way as to prevent distortion and corrosion and nothing extra shall be paid on this account. Bars of different sizes and lengths shall be stored separately to facilitate easy counting and checking. |
| 57 | For checking nominal mass, tensile strength, bend test, re-bend test etc. specimen of sufficient length shall be cut from each size of the bar at random at frequency not less than that specified below: Size of bar For consignment below 100 tonnes For consignment over 100 tonnes Under 10 mm dia. One sample for each 25 tonnes or part thereof One sample for each 40 tonnes or part thereof 10 mm to 16mm dia. One sample for each 35 tonnes or part thereof One sample for each 45 tonnes or part thereof Over 16 mm dia. One sample for each 45 tonnes or part thereof One sample for each 50 tonnes or part thereof |
| 58 | The contractor shall supply free of charge the steel required for testing. The cost of tests shall be borne by the contractor. |
| 59 | The theoretical consumption of steel on work shall be worked out as per procedure prescribed in Clause 42 of the contract and shall be governed by conditions laid therein. For the purpose of payment, weight will be calculated on the basis of bar bending schedule and weights of bar given as under. Wherever actual lengths placed differ from bar bending schedule actual length will only be measured. Bar dia. mm Weight Kg/Metre 5.0 0.154 6.0 0.222 8.0 0.395 10.0 0.617 12.0 0.888 16.0 1.58 20.0 2.47 25.0 3.85 28.0 4.83 32.0 6.31 36.0 7.99 However the payment for 6mm and 8mm dia. (nominal size) MS rods will be based on the weight as arrived at by the procedure as specified below. For the purpose of arriving at an average weight per unit length of any individual size of the bar, a set of bars of the same size selected at random from each consignment shall be weighed, their lengths accurately measured and average weight per unit, length found out. Unit weights thus found out, for each size and each consignment shall be approved by the Engineer. Bars measured as used in works shall be converted into weight by adopting unit weights referred to above. |
| 60 | Steel brought to site and steel remaining unused shall not be removed from site without the written permission of the Engineer-in-charge. Please Enable Macros to View BoQ information |
