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| 1 | Earthwork excavation by manual means for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-Charge. |
| 2 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. |
| 3 | Filling with selected excavated earth available at site upto a lead of 200m, filling in layer of not more than 150mm thickness, each layer well rammed and consolidated by hand/earth rammer including excavation of dumped earth, hire charges of rammer, water consolidation, levelling to proper gradient, dressing the top surface to the required level, complying with specification and all as directed by the Engineer-in-Charge. |
| 4 | Collection, supplying and stacking good quality Red earth without stones, gravel etc., and stacking for premeasurement at places as shown by Engineer for taking pre measurements including spreading the same at places shown with a lead upto 100metres and filling in pits etc., complete all as per specification and as directed by the Engineer-in-Charge. |
| 5 | Collection, supplying and stacking of Decomposed dry farmyard manure without undesirable materials, stacking the same to at places as shown by Engineer for taking pre measurements including spreading the same at places shown with a lead upto 100metres and filling in pits etc., complete all as per specification and as directed by the Engineer-in-charge. |
| 6 | Development of lawn including 150mm digging and levelling the surface of the earth, area cleaning, collection, (supply if mentioned below) & planting Stenotophrum/Korean grass of good quality including conveyance, cost of korean grass and plants etc., all as per specification and as directed by the Engineer-in-Charge. |
| 7 | By Turfing method |
| 8 | Dibbling method - With supply of Grass [1:4] |
| 9 | Trimming road side tree branches gives hindrance to road side and along the compound wall, including cutting, collecting and disposing the trimmed branches at places shown by departmental Engineer (In IGCAR Plant site fallen trees shall be disposed to the disposal yard through the CTS gate) with all lead complete all as per specifications and as directed by the Engineer-in-charge for the following sizes of tree branches. |
| 10 | Above 30cm upto 60cm girth |
| 11 | Above 60cm upto 120cm girth |
| 12 | Providing and laying the following sizes PVC water supply line with Finolex / Varun / Truebore or approved equivalent make PVC pipes suitable for 6 kg/sq.cm pressure and specials conforming & marked to IS:4985 including jointing with PVC jointing compound, laying and fixing the pipes in the excavated trenches, cost of all types of specials such as tees, reducers, coupler, reducing bushes, threaded adaptor, elbow, tail pieces, caps etc., and testing the line as directed by the Engineer-in-Charge. |
| 13 | 25mm outer dia PVC pipe |
| 14 | 40mm outer dia PVC pipe |
| 15 | 63mm outer dia PVC pipe |
| 16 | 90mm outer dia PVC pipe |
| 17 | Rectifying the PVC / CPVC / UPVC pipe line burst of the following dia of water line by removing the damaged portion of PVC pipes, replacing with new pipes and restoring the water supply including cutting the damaged pipes, cleaning / scrubbing the surface, fixing the new pipe with necessary solvent cement of approved make etc., all complete as per specification and as directed by the Engineer-in-Charge. Note: Cost for pipe and specials will be paid separately under relevant item. |
| 18 | 40mm to 50mm OD |
| 19 | Conveying the surplus excavated earth & debris, boulders and spoil by mechanical means and depositing at places inside DAE installation identified as Dumping yard as per requirement with a lead specified below including loading, unloading, breaking clods, levelling all complete as per specification 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. |
| 20 | Lead charges for lead Exceeding 2 kilometre but not exceeding 3 kilometre |
| 21 | Leveling, bull dozing the heaped / dumped loosened earth, debris etc., by hiring Excavator 140 Model (Poclain) including including Transporting, operating the vehicle, operating the vehicle by engaging driver/operator with valid driving license, diesel charges, insurance and admissible taxes, labour if any required etc. complete all as directed by Engineer-in-Charge. |
| 22 | Removal and uprooting of tree roots with necessary excavation, cutting the lateral roots, conveying the uprooted tree roots at the places as directed including filling the excavated pits all as per specification - Upto a Girth of 600mm. |
| 23 | Supplying and planting of following plants/saplings of good quality & healthy appearance with blooming nature etc., including excavation, transportation, planting, refilling with suitable excavated soil mixed with red earth, manure or sludge as directed (cost of red earth, manure or sludge to be paid separately under relevant item) and initial watering all as per standard practice complete and as directed by the Engineer-in-Charge. The plants having 30cm to 60cm height (unless otherwise mentioned below), well developed, fresh and healthy nature. |
| 24 | Duranta |
| 25 | Acalypha |
| 26 | Ficus black (1.5m height) |
| 27 | Ixora Hybrid (All colours) |
| 28 | Eugenia |
| 29 | Ornamental Murraya exotica 900mm height |
| 30 | Malpigia doom |
| 31 | Plumbago white |
| 32 | Ixora (All colours) |
| 33 | Adenium hybrid |
| 34 | Yucca Silver, 900mm height |
| 35 | Ball Cactus big size (250mm dia / 10 inch dia) |
| 36 | Supplying and spreading of river pebbles (All colours) of various sizes ranges from 20mm to 30mm including loading, unloading, carriage etc., all complete as directed by Engineer-in-Charge. |
| 37 | Providing and Edging with wire cut bricks of size 230x110x75mm, laid dry length wise, including required excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50 m complete all as directed by the Engineer-in-Charge. |
| 38 | Clearing light jungle area of all kinds of shrubs, bulb weeds, grass, small plants, branches including cutting all unwanted plants, branches, twigs, wild growth, thorny leaves etc. complete, and disposing the same as place specified by Engineer, transporting at contractors own cost complete all as directed by the Engineer-in-Charge. Note: The unwanted cut bulb weeds, wild grass, unwanted vegetation are to be periodically collected and transported to dumping yard. During execution period any damages shall be rectified to the original at contractor cost. The measurement for payment shall be taken prior to cut the jungle and as directed by the Engineer-in-Charge. The rate shall include the cost of labour, transportation, loading, and unloading at dumpyard or place as directed by Engineer-in-Charge. |
| 39 | Providing and laying plain cement concrete 1:4:8 using 25mm maximum size graded aggregates and crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. |
| 40 | Providing and constructing at all floors and lifts 115mm thick brick work in cement mortar 1:4 using well burnt stock bricks / fly ash brick including providing and placing in position 2 nos of 8mm dia rods at every 4th layer, scaffolding, curing, racking out the joint on both faces etc. complete all as per specification and as directed by the Engineer-in-Charge. |
| 41 | Upto FFL |
| 42 | Providing plastering to the external surfaces of brickwork/concrete at all elevations/levels in cement mortar 1:5 using crushed stone sand, 15mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications and as directed by the Engineer-in-Charge. |
| 43 | Providing and placing in situ controlled cement concrete of grade & total minimum cementitious content as specified (cement + fly ash) for kg/Cu. M, using OPC conforming to IS 269-2015 or latest edition and with required fly ash conforming to IS 3812 Part -I / ASTM C-618 Class F. Fly ash should be blended at site such that fly ash content should not exceed 20 % by weight of total cementitious content using 20mm nominal size graded hard stone aggregate obtained from approved quarry mechanical mixing/Ready mix supply plant mixing, transporting/transporting by Transit Mixers, pumping using Concrete pumps/ placing with crane buckets etc., at all levels, lifts & all structural elements including dewatering wherever necessary, including compacting, finishing top surface to level, curing (For a period of at least 10 days), etc. complete as directed by the Engineer at levels for the items mentioned below. Coarse aggregate used should be hard granite machine crushed (with VSI technology only) graded stone aggregates with maximum size of aggregate not exceeding 20 mm size. Fine aggregate used shall be either natural river sand or crushed stone sand (with VSI technology only and shall be washed in water to remove finer particles, the micro fines particles of size less than 75 micron should be less than 7%) (Zone I / II) conforming to IS 383 – 2016 or latest edition. Note:- 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture conforming to IS 9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility. 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. |
| 44 | M30 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 380kg/cum of concrete upto five floors (Each floor height 3.75m) |
| 45 | Providing, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement at all levels TMT bars of Fe500D grade steel conforming to IS:1786 SAIL or VIZAG or approved equivalent make and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks in cement mortar 1:2 and binding wire complete all as per specification and as directed by the Engineer-in-charge at all lifts. Note: The rate shall be including the cost of reinforcement steel. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see point 7 of Section VIII, General Information for Guidance of Tenderers. |
| 46 | Providing, fixing and installation of permanent sundial device made of brass with dial plate of 150 cm diameter (outer to outer), 5mm thickness of plate, including central shadow-casting gnomon, handcrafted with inner multi colour enamel paint finish 3 coats. The item includes all charges for loading, unloading, transportation, fixing, and installation, complete in all respects as per specifications and as directed by the Engineer-in-Charge. |
| 47 | Supply, fixing and laying of natural coloured fountain rock material of size varying from 200mm to 300mm diameter, including all charges for loading, unloading, transportation, and proper placement, complete in all respects as per specifications and as directed by the Engineer-in-Charge. |
| 48 | Supplying, fabricating, and fixing garden cart type planter stand / plant holder frame with hooks for hanging pots, of contemporary design, made of 50 mm dia wrought iron or other approved metal, complete. The stand shall be approximately 1.5 m high, with curved side hook branches of 0.30 m to 0.50 m breadth arranged in a zigzag pattern. The stand shall be provided with multiple circular metal ring holders for holding flower pots, arranged vertically to achieve a compact and aesthetic appearance. The structure shall be properly fabricated, finished, erected in position, made stable and upright, including all necessary fittings, fixtures, welding, surface preparation, painting/finishing, transportation, loading, unloading, and installation (foundation works will be measured in separate civil items) complete in all respects as per specifications and as directed by the Engineer-in-Charge. |
| 49 | Dismantling tile work (thickness of tile upto 25mm) in floors and roofs laid in cement mortar at all levels including stacking material within 50 metres lead complete all as per specifications and directed by the Engineer-in-charge. |
| 50 | Dismantling Plain Cement concrete by manually / by mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge. |
| 51 | Providing and fixing Designer Concrete tile Flooring (using EUROCON / ULTRA / Duracrete make or approved equivalent type and make) of approved colour and design over bedding of 20mm thick cement mortar 1:4 using crushed stone sand, setting the tiles in cement slurry including pointing the joints with white cement with matching colour pigments, curing and cleaning the tiles by water sponging after laying complete all as per specification and as directed by the Engineer-in-Charge. |
| 52 | Providing and fixing Designer Concrete wall tile cladding (using EUROCON / ULTRA / Duracrete make or approved equivalent type and make) of approved colour and design in external / internal walls over 12mm thick cement mortar 1:3 using crushed stone sand, setting the tiles in cement slurry including pointing the joints with white cement with matching colour pigments, scaffolding, curing and cleaning the external face of tiles by water sponging complete all as per specification and as directed by the Engineer-in-Charge. |
| 53 | Providing, laying and fixing at or near ground level precast kerb stone in PCC (M20 grade) of size in pieces not less than 400mm long, 400mm height, top width 115/165mm as per MORTH barriar type kerb in position to the required line, level and curvature including earthwork excavation, backfilling, disposal of surplus earth as place specified, providing 75mm thick bed PCC of 1:2:4 grade, pointing of joints with cement mortar 1:3 (including making joints with or without grooves, thickness of joints except at sharp curve shall not to more than 5mm) complete all as directed by the Engineer-in-Charge. Note: Earthwork excavation & PCC 1:2:4 will be paid under relevant item. |
| 54 | 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 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. |
| 55 | Labour charges for maintenance of foot valves / check valves of pumps at Inside of IGCAR Complex Garden pump house and wells including disconnecting suction pipe, lifting from UG sump, Bore-wells and open wells, removing foot/check valves, repairing, changing the leather, bolt and nuts, refixing suction pipe, testing etc., complete including cost of leather, bolts, nuts and labour. |
| 56 | Cutting and removing stem, dry leaves, flower, fruits etc., or petiole in Palmeriya trees/palm trees and foxtail palm trees including labour charge, cutting removing the leaves, stem or petiole and stacking and disposal of unserviceable materials including depositing at places inside DAE installation identified as Dumping yard as per requirement upto 2km lead including loading, unloading, breaking clods, levelling all complete as per specification and as directed by the Engineer-in-Charge. |
| 57 | Maintenance of lawns, flower beds, hedges, trees etc., in garden area by using Department sprinklers (Pop-up) for watering at regular intervals, cutting and trimming hedges, and the unwanted growth of grasses as and when required including running lawn mover, removing weeds, collecting the cut grass, fallen leaves of trees and disposing the same at dumping yards shown by the department, watering the trees inside the garden area complete all as per specifications and as directed by the Engineer-in-charge. Note: 1. The rate shall include the cost of hire charges of lorry and labour for transporting of cut grass, leaves etc., to the dumping yard. 2. The rate shall also include cost of all tools, plants, water delivery hose required for gardening etc. 3. The rate quoted shall be per Sq.m. area maintained per month. 4. Contractor has to make his own arrangement for Lawn Movers. If departmental lawn movers is available it will be provided by department on chargeable basis. 5. If lawn mover is not used, then recovery at the rate as mentioned in specification will be levied as penalty from RA Bill. 6. The contractor shall engage minimum 1 person for 2200 sq. m /day throughout the month as directed by Engineer-in-charge. Failure to employ the above minimum numbers of labour will attract penal clause as per additional special condition of contract attached with the tender for every default of labour. 7. Cutting plants should be handed over to nursery for sampling by the contractor as directed by the Engineer-in-charge. 8. The contractor shall supply the PPE to the garden labour and they should wear the PPE during their working hours. |
| 58 | Supplying and fixing the following dia. of PVC specials of make Finolex / Truebore or other approved equivalent make with ISI mark suitable for class III PVC pipe (6Kg/Sq.cm) including transporting, unloading at work site etc., all complete as per specification and as directed by the Engineer-in-Charge. |
| 59 | 63 x 20mm PVC saddle Overall rebate (Optional) INR Zero Only Please Enable Macros to View BoQ information Government of India Department of Atomic Energy Indira Gandhi Centre for Atomic Research CIVIL ENGINEERING GROUP Name of work : Development landscape with Solar Compass in front of HBB area in IGCAR at Kalpakkam. Tender No. : CEG/IGC/2205/2026 INDEX Section Title Page No. VIII Instructions to contractors 2 - 4 Schedule of Quantities 1 - 12 Section VIII I. GENERAL INFORMATION FOR GUIDANCE OF TENDERERS |
| 60 | 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. |
| 61 | 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. |
| 62 | 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. |
| 63 | 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. |
| 64 | 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. |
| 65 | The contractor shall be responsible for supply of cement and procure OPC cement conforming to IS 269 (Latest edition) 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. Secured advances on cement up to 75% of purchase 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. The secured advance on cement shall be regulated as per Clause 10B of conditions of contract. Prior approval to be obtained from the Engineer for the quantities proposed to be purchased. |
| 66 | Regarding supply of STEEL the contractor shall procure only TMT barsof Fe – 500D Grade conforming to IS – 1786 (Latest edition) from main producers as approved by the Ministry of Steel like M/s SAIL, M/s ISPHAT Nigam Limited, M/s VIZAG Steel & M/s TISCON with a test certificate, and use it on works after getting approval from department Engineer or tested in department laboratory. In case of non-availability from aforesaid manufacturers, reinforcing steel of other makes manufactured from ingots alone will be permitted with the prior approval of Engineer-in-charge. Sample shall be tested for all the required parameter as specified in the BIS before bulk purchase. |
| 67 | Contractor shall make his own arrangements for construction water supply to carryout this work. |
| 68 | Compensation for escalation in the prices of materials and labour when due is permissible as per provisions in Clause 10CC of conditions of contract. |
| 69 | If contractors need any clarification they are required to contact the Chief Engineer, Civil Engineering Group, Indira Gandhi Centre for Atomic Research, Central Design Office, Kalpakkam 603 102, Kancheepuram District, Tamilnadu. (Telephone STD Code: 044 – 27480306) II. CONDITIONS FOR CEMENT : |
| 70 | The contractor shall procure OPC cement conforming to IS 269 (Latest edition), as required in the work, from reputed manufacturers of cement, such as M/s. Ultratech Cements, M/s. Zuari Cements, M/s. Coromandel, M/s. Penna, M/s. Priya Cements, M/s. Chettinadu Cement,M/s. Dalmia cementsand 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. |
| 71 | The cement shall be brought at site in bulk supply of approximately 50 tonnes or as decided by the Engineer-in-charge. |
| 72 | 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. |
| 73 | The contractor shall supply free of charge the cement required for testing. The cost of tests shall be borne by the contractor. |
| 74 | 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. |
| 75 | 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. III. CONDITIONS FOR STEEL: |
| 76 | The contractor shall procure steel reinforcement bars conforming to relevant BIS codes from M/s SAIL, M/s RINL, M/s. TATA Iron & Steel Co., M/s. IISCO and M/s. JSW Neo Steel with a test certificate, and use it on works after getting approval from department Engineer or tested in department laboratory. In case of non-availability from aforesaid manufacturers, reinforcing steel of other makes manufactured from ingots alone will be permitted with the prior approval of Engineer-in-charge. 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. |
| 77 | 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. |
| 78 | 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. |
| 79 | 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 below100 tonnes For consignment over100 tonnes Under 10mm dia One sample for each 25 tonnes or part thereof One sample for each 40 tonnes or part thereof 10mm 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 |
| 80 | The contractor shall supply free of charge the steel required for testing. The cost of tests shall be borne by the contractor. |
| 81 | In case the Reinforcement steel is issued by the Department, the actual issue and consumption of steel on work shall be regulated and proper accounts maintained as provided in Clause 10 of the contract. The theoretical consumption of steel 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) Bar dia (mm) Weight (Kg./Metre) 5.0 0.154 20.0 2.47 6.0 0.222 22.0 2.98 8.0 0.395 25.0 3.85 10.0 0.617 28.0 4.83 12.0 0.888 32.0 6.31 16.0 1.58 36.0 7.99 18.0 2.0 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. |
| 82 | Steel brought to site and steel remaining unused shall not be removed from site without the written permission of the Engineer-in-charge. ----- Government of IndiaDepartment of Atomic EnergyIndira Gandhi Centre for Atomic ResearchCivil Engineering Group TENDER DOCUMENT FOR Cleaning of Storm water drains and roads in Southern side of IGCAR Premises during the year 2024-2025 at Kalpakkam. Tender No. CEG/IGC/1937/2023 Part – II : Financial Bid (Section - VIII) INDEX Sl. No. Title Page No. |
| 83 | Schedule of Quantities 1 - 2 |
