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| 1 | Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100 metres away manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-charge. Contractor must be informed to Engineer-in-charge and prior permission shall be obtained from him for burning the wild growth. |
| 2 | Area cleaning in and around the site by cleaning the bushes, debris, fallen trees, waste materials, garbages etc., collecting, conveying and disposing the same at places as shown by the department with a lead of 100 metres all complete as per specification and as directed by the Engineer-in-charge. |
| 3 | Leveling the area to the required gradient in all types of soil including cutting the mounds wherever required, for filling the low lying area in layers not more than 150mm thickness, each layer well rammed and consolidated by hand/mechanical roller including ramming, consolidation, levelling to proper gradient, dressing the top surface to the required level, conveying the surplus excavated soil by head load upto a lead of 200m, all complete as directed by Engineer-in-charge. |
| 4 | Earthwork excavation by mechanical means (Hydraulic excavator), or 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,ramming and compacting 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,levelled and compacted at specified location) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.(if water encountered during excavation , it shall be drained out by proper dewatering arrangements and power supply required for dewatering shall borne by the contractor.)Note: 1.The excavated subbase shall be tested for 95% proctor compaction density test. 2.Excavation scheme has to be submitted to department for approval of EIC before commencement of work. |
| 5 | All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km |
| 6 | Engineered back filling with selected earth including excavation from borrow pits with a lead upto 60 km filling in layer of not more than 300 mm, each layer well rammed and consolidated including water consolidation etc complying with standard specification. 1) Necessary permission from state authorities for bringing the required earth will be the responsibility of the contractor. 2) The quality of earth required for the work shall be got approved for borrow pits outside the property within a lead upto 60 km from EIC before supply. 3) Necessary Testing to be carried out for compaction and as directed by the Engineer all as per specification, including excavation, loading transporting, depositing in loose layers of each 300 mm thickness, after removing / breaking clods etc. watering to optimum moisture content and compacting each layer to 95 % of maximum dry density etc., all as specified and as directed by the EIC. |
| 7 | Supplying & placing Filcrete using cement crushed stone sand in proportion of 1:15 at temperature not exceeding 38 deg C for filling at all elevation inclusive of all labour, batching, mixing, transportation, material, compaction, pumping, curing etc all complete as per specification, drawing and as directed by the Engineer In-charge. |
| 8 | Providing and laying plain cement concrete M20 grade using 300 kg/cum of PPC, 20mm maximum size graded aggregates and washed 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. Dosage of PCE based admixture as per workability requirment at site conditions. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming 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. |
| 9 | Providing and laying cast insitu controlled reinforced cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine washed crushed graded stone aggregates and washed crushed stone sand including testings as per QAP, weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, 14 days curing and finishing smooth of all exposed faces complete for column footing, columns, lintels, sunshades, gutter slabs, beams, slabs, Transom & mullions, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item.Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility2. 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. |
| 10 | M30 grade with 380 kg of PPC per cu.m. of concrete upto plinth level |
| 11 | M30 grade with 380 kg of PPC per cu.m. of concrete for all floors |
| 12 | Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels for transom & mullions including strutting, propping, etc., with necessary bracings in all axes to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixture, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted. |
| 13 | Providing straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of Fe500D grade steel conforming to IS:1786 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 and binding wire complete all as per specification and as directed by Engineer-in-Charge at all lifts. |
| 14 | Providing and constructing Random Rubble masonry in cement mortar 1:6 using hard granite stones obtained from approved quary with bond stones at 2.00 metres apat for foundation, basement and in superstructure, compound/boundary walls, including sizing of stones if required, raking out joints, scaffolding, curing etc., complete all as per drawing, specifications and as directed by Engineer-in-charge at all lifts. |
| 15 | Constructing Random Rubble masonry in cement mortar 1:6 using hard granite stones bond stones at 2.00 metres apat for foundation, basement and in superstructure, compound/boundary walls, including sizing of stones if required, raking out joints, scaffolding, curing etc., complete all as per drawing, specifications and as directed by Engineer-in-charge at all lifts. Note: The boulders will be issued by department, the boulder sizes may varies from 30cm to 150cm, the rate inclusive of cutting, dressing the stones to sizes not less than 15cm not more than 30cm for proper masonry work, conveying and transporting the stones from departmental stack yard to site of work, lifting, shifting, handling, and placing in position, including cost of all labour, machinery, tools, tackles, watering, curing, scaffolding, etc., complete as directed by Engineer-in-charge. |
| 16 | Providing Flush pointing over the random rubble masonry wall with cement mortar 1:3 at all levels including scaffolding, curing, forming grooves wherever necessary all as per specifications, drawings and as directed by Engineer-in-charge. |
| 17 | Providing and constructing 100mm thick precast concrete solid block masonry wall in cement mortar 1:4 with solid concrete blocks of size 400x200x100mm in superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications and as directed by the Engineer-in-charge. |
| 18 | Providing plastering to the external surfaces of brickwork / concrete at all elevations in cement mortar 1:5, 20mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications. |
| 19 | Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like MS structural embedment's/pipe and sleeves/penetration etc. Using MS angles, channels, I-sections, plates, tees, flats, rounds, MS/CS pipes,square sections etc. including chamfering and rounding off the edges, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / sythetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge.Note: Lifting device arrangements if any required also arranged by the contractor at his own cost. |
| 20 | Providing, maintaining temporary barricading upto a height of 4.0 metre from the existing ground level at construction site using New G.I sheet of Gauge25 fixed to steel frame work using nut and bolts. The frame work shall be made up of suitable diameter MS pipe fixed @ of 2.5m centre to centre, inter connected using MS flats by welding. The MS pipe are to be suitably fixed in cement concrete foundation (1:4:8) 300 x 300 x 900mm. The rates shall include Earthwork excavation and PCC for foundation. The contractor shall take all measures to keep barricading in position throughout the construction period. The rate also includes labour, tools etc all as directed by Engineer in charge.Note: After completion of work the contractor has to remove the entire barricading frame work , make the good surfaces and take back the all barricading materials from site. The rate shall be quoted accordingly |
| 21 | Removal of existing GI chain link fencing with fencing post, SS concertina coil, Barbed wire at a height upto 4.0m over RR masonry wall including breaking the concrete and removal of fencing post from RR masonry loading, transporting, unloading and stacking as place shown by Engineer-in-charge upto a lead of 1.0km. The rates shall includes making approches, to reach the fence area, tools, tackles and labour etc., all complete and as directed by the Engineer-in-charge. |
| 22 | Dismantling of RCC works at all levels by manually / by mechanical including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge. |
| 23 | Providing and laying non pressure NP2 class RCC Hume pipes conforming to IS: 458, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes including testing of joints etc. complete all as per the drawings and specifications and as directed by the Engineer-in-charge. |
| 24 | 225mm dia NP2 class RCC Hume pipe |
| 25 | 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 confirming & 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, reduces, coupler, reducing bushes, threaded adaptor, elbow, tall pieces, caps etc. and testing the line as directed by the Engineer-in-charge. |
| 26 | 200mm outer dia PVC pipe |
| 27 | Providing and applying painting Two coats on structural steel and other required internal surface at all levels with Synthetic enamel paint (Asian or approved brand, colour and manufacturer) to given an even shade including one under coat of suitable primer, preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-charge. |
| 28 | Providing and fixing STAINLESS STEEL of SS 304 GRADE concertina coil fencing of diameter 610mm (Tolernces +50mm -0.00mm) having 50 nos rounds per 6 metre length with spring core made up of STAINLESS STEEL of SS 304 GRADE of 2.6mm dia with 0.5mm thick sheet tape made up of STAINLESS STEEL of SS 304 grade upto a working height of 3 to 4 metre supported over support angles/concrete posts placed 3 metre apart and 3 nos of horizontal stainless steel barbed wire tied to angle/concrete post properly including scaffolding, SS bolts, SS clips, wires all complete as per direction of Engineer-in-charge. Payment will be made based on the unit weight of the materials actually erected in position and wastage will not be considered.Note:Technical specifications of SS punched tape concertina coils 1) Diametre of punched tape concertina coils : 610mm (+50mm, -0.00mm) 2) Number of spiral turns per coil : 50 Nos. 3) Weight of concertina coil : 9 to 10kg / 6metre length. 4) No. of SS clips per coil: 125. 5) No. of SS clips per spiral pair: 5. 6) Thickness of SS spring steel core wire: 2.60 +/- 0.1mm. 7) Barb sheet thick of SS: 0.5mm. 8) Barb width of SS strip: 32 +/- 1mm. 9) Maximum recommended stretch length per coil: 6meters (approx.) 10) Uniform gap between the sharp barbs: 100 +/- 2mm (Centre to Centre) – Barb spring. 11) Length of each barb (Fish hook razor) : 60 +/- 2mm. 12) SS will be of 304 grade. Packing of concertina coils to be done with suitable packing material.13 The concertina coil has to be got approved by the Engineer before Bulk purchase. |
| 29 | Providing and fixing GI supporting Arm to fix SS concertina barbed tape of diameter 610mm, made up of hot dip galvanized steel angle of size 75x75x6mm (GI coating shall not be less than 350gm/sq.m. as per IS:277) including anchorage to the compound wall which will be embedded in the concrete, including all scaffolding charges, erection, fittings and fixtures complete. |
| 30 | Providing and laying boundary wall top coping with exposed sharp aggregate projection for safety protection, using M20 grade concrete. The coping shall be 75 mm thick (or as specified), with proper slope for water drainage. Surface shall have broken glass beeds partially projected to prevent climbing and enhance security including all materials, labour, formwork, finishing, curing, and necessary tools and equipment for a complete job.complete all as per specification. |
| 31 | Supplying, fabricating, and installing a portable security cabin of external dimensions 6 ft (L) × 4 ft (W) × 7.5 ft (H), made with prefabricated MS frame structure and cladded with 1 mm thick GI sheet or 50 mm PUF insulated sandwich panels. Cabin to be provided with one steel/flush door, two sliding aluminum/UPVC windows with safety grills, proper ventilation, basic electrical fittings (1 tube light, 1 ceiling fan, 1 switchboard with socket), vinyl/PVC flooring, painted both internally and externally. Inclusive of transportation, loading/unloading, installation, and all handling charges. |
| 32 | Supplying and installing a factory-fabricated portable toilet unit made of FRP or PUF insulated panel walls, approximately 3 ft × 3 ft × 7 ft in size. Unit to include either Indian or Western style toilet seat (as specified), water tank (minimum 200–300 L), door with locking system, provision for exhaust ventilation, basic plumbing fittings, and internal painting. Includes transportation, positioning at site, and all associated plumbing and fixing accessories. Optional: Provision of built-in 500 L waste tank for non-sewage connections. Please Enable Macros to View BoQ information |
