Indira Gandhi Centre For Atomic Research Tender
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Indira Gandhi Centre For Atomic Research - IGCAR Tender
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date23 Oct 2024
Closing Date6 Nov 2024
Tender Amount₹ 1,59,66,000
Costs
EMD
₹ 3,19,320Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IGCAR_832106_1Bid Award Id
ViewTender No
CEG/IGC/2055/2024Tender Authority
Indira Gandhi Centre For Atomic Research ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Cutting and trimming down the branches, secondary stems, trunk, roots etc., of the " Banyan Tree" / rain tree/ jungle assorted tree, including required labour, tools, hand saw, arc and mechanical transport of all the cut branches to dumping yard with in a lead of 5.0Km including the lorry/tipper at the, labours for loading and unloading the branches of tree, leaves etc., as all directed by the Engineer-in-charge.
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Girth of tree branch 80mm to 160mm and length of tree branch 3m
10
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Conveying the surplus excavated earth, broken materials, 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, @ 30% in respect of debris 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.
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Lead charges for lead Exceeding 4 kilometre but not exceeding 5 kilometre
150
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Cutting and removing the existing steel structures/members of steel structures safely without disturbing/cutting the other members and stacking at department specified location including necessary machineries, tools, consumables and labour charges as directed by the Engineer-in-charge. Prior approval should be obtained from Engineer-in-charge for the method of cutting/removing.
1.5
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Dismantling, removing and refixing all type of structural steel members, shed, door & window grill, shutters/frames, false ceiling, glass partition, shifting of all materials to the departmental store and stocking the same as directed by the Engineer-in-charge.
5
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Shifting of MS structural steel, MS plates and MS rods, Re-steel etc. of various size, shapes, thickness and dia including lifting and loading to the lorries with the help of Coles crane with riggers and helpers and transporting to the specified locations within 2kms lead with help of above said machineries and according to their group etc. complete including cost of machineries, tolls, sling and required number of skilled and unskilled labourers etc., complete all as directed by Engineer-in-Charge. Note: Contractor is herby advised to ensured that the necessary safety precautionary measures are to be taken at the time of shifting of materials.
2
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Supplying and fixing of following size of uPVC pipe of SCH 40 of make "ASTRAL/PRINCE or approved equivalent make conforming to relevant ASTM D 1785 standards including all UPVC Plain & Brass threaded fittings confirmed to ASTM D 2466/ ASTM D 2467, fixing the pipe with clamps at 1.00 m spacing including cutting, threading and jointing with uPVC cement solvent, TURFLONG TAPE making necessary opening/chasing of the wall, flooring and making the work place to the original condition etc., and testing the line as directed by the Engineer-in-Charge. - 50mm nominal size
80
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Providing and fixing following dia uPVC ball valve pasting/thread type including the cost of labour charges, pasting solution etc., complete all as directed by the Engineer-in-Charge. - 50mm nominal size
2
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Labour charges for attending minor leakage in service lines of dia 80mm to 100mm including necessary earthwork excavation in trenches, removal of slush, bailing out water, locating the minor leakage in PVC, GI and CI pipes and chasing of masonry walls, floors etc., for repairing water supply and drainage pipe lines and providing water supply service lines to the machineries and fixing Lab sinks and sanitaryware items in laboratories, fixing and removing motor pumps etc., including cutting and removing the damaged / corroded PVC, GI and CI pipes introducing new pipes, cutting the pipes to the required length, threading, jointing with suitable specials, valves, testing the lines, operation of valves, refilling the excavated earth and disposing off the surplus materials away from the building, conveyance of materials such as pipes, pumps, suction and delivery hoses at various locations in IGCAR area wherever minor leakage of water supply service lines / sewage service lines occurred etc., including cost of labour complete all as directed by the Engineer-in-charge.
5
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Providing and constructing Gully Chamber of internal size 300x300mm including providing, supplying and fixing 150 x 150mm stoneware gully trap with CI grating including excavation in all types of soils, backfilling, embedding in plain cement concrete 1:4.5:8 using 40mm size granite aggregates, crushed stone sand and constructing the above chamber with 115mm thick brick work in cement mortar 1:4 using crushed stone sand with well burnt chamber bricks, plastering over both internal and external faces of brick work with cement mortar 1:3 using crushed stone sand, 12mm thick finished smooth with a floating coat of neat cement on both faces, providing and fixing CI cover with frame of 300 x 300mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design complete all as per specification and as directed by the Engineer-in-Charge.
2
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Providing and Construction of Inspection chamber of following size internally upto 1.00metre depth with brick masonry walls of 230/345mm thick using stock bricks in cement mortar 1:5 using crushed stone sand with necessary brick carbelling as required, plastering with cement mortar 1:3 using crushed stone sand, 12mm thick finished smooth with a floating coat of neat cement inside chamber and with cement mortar 1:5 using crushed stone sand, 12mm thick for external sides of the chamber including excavation in all types of soils, back filling, providing and laying 150mm thick PCC 1:4.5:8 using crushed stone sand for foundation concrete forming bencing in PCC 1:2:4 using 20mm maximum size graded aggregate and crushed stone sand etc. complete all as per specification, drawing and as directed by the Engineer-in-Charge.
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Inspection chamber of internal size 900x600mm
1
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Extra depth over initial depth of 1 metre or part of a metre depth with necessary modification to the thickness of chamber wall to suit site requirement as per drawing and as directed by the Engineer-in-Charge of Inspection chamber of size 900x600mm
0.3
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Providing and fixing underground selfit SN 8 sewer pipes 200mm diameter conforming to IS:15328 including suitable Fittings & specials confirming to IS:15328, ‘Finolex’ or other approved equivalent make of stiffness class 8 KN/SQ.M and minimum wall thickness of 5.9 mm including jointing with seal ring / with PVC solvent adhesive including fixing in walls/columns using clamps, anchor fasteners, bolts and teakwood packing pieces, joint testing etc. complete all as per drawings, specifications and as directed by the Engineer-in-Charge.
50
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Removing existing laid paver block, and relaying at required location as directed by the Engineer-in-charge. (Required quantity of quarry dust for laying paver block will be measured under relevant item)
160
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Levelling 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.
350
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Supplying and fixing in position of medium quality FRP manhole frame and cover, etc of specified size for the inspection chamber, valve chamber etc. all as per specifications and as directed by the Engineer-in-Charge. - 600x900
5
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Water supply line Burst / Breakage:Attending the following works, earthwork excavation to ascertain the type of leak including extra length and width of excavation required as per site condition to facilitate removal of damaged / broken pipes, specials and its rectification, dewatering, removing the slush from the trenches, conveying of the earth and slush away from the trenches to prevent over burden for the trench, conveyance of pipes, specials and other accessories, de-water pumps, suction and delivery lines to the work site from the section stores and installation of de-water pumps and suction delivery lines etc., cutting the burst / broken pipes and removing the pipes from the mains and re-installing the new pipes, jointing and testing the pipeline and re-filling the excavated trenches in to the original condition etc. complete. Note: All necessary materials viz. pipes, specials and jointing materials will be supplied by the department under relevant item. Payment shall be made based on the length of the pipes and specials replaced and installed at the site. - Open Area - 150mm dia to 200mm dia pipes.
6
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Dismantling brick work in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge.
12
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Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge.
35
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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.
14
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Demolishing Stone rubble masonry in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead as per direction of Engineer-in-charge.
2
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Cutting the RCC slab of thickness 200mm depth including steel reinforcement at all levels using Wire Saw or Wall Saw precision masonry and concrete wall cutting methods Powered by electricity, petrol / diesel equipment cutting method, Hilti make or equivalent. Charges including removal of rubbish & cleaning the surface / floor by removing the water from the surface either manually or by using vacuum pump or by using water collector system to have good clean condition after the cutting work is completed as directed by Engineer-in-Charge. Charges also include necessary tools, equipment’s, to lift the equipment at working height all complete as per specifications and as directed by Engineer.
15
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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 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.
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All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.
460
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All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.
100
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Providing and laying cement concrete of M20 Grade (with 320 kg. of cement per cu.m. of concrete ) using 20mm nominal size graded hard stone aggregate obtained from approved quarry including compaction, finishing top surface to level, curing but including cost of cantering and shuttering, etc. complete as directed by the Engineer at levels for the item mentioned below . Note: The rate shall be quoted for this item on the basis of using 320 kg/cu.m 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. The design mix shall be got approved by department.
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M20 grade with 320 kg. of cement per cu.m. of concrete upto plinth level
45
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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 crushed graded stone aggregates and crushed stone sand including weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, curing and finishing smooth of all exposed faces complete for column footings, columns, lintels, sunshades, gutter slabs, beams, slabs, 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. 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.
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M30 grade with 370 kg. of cement per cu.m. of concrete for all floors
120
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Providing, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement 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.
17
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Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels 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.
300
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Providing and applying Conbextra GP2 grout from FOSROC or approved equivalent conforming to BS 1881 - Part 116: 1983 underneath the column base plates. The rate inclusive of cost of materials, transportation, and machinery required complete all as required and as directed by the Engineer-in- Charge.
23
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Providing and applying Epoxy resin concrete bonding agent of "Nitobond EP FOSROC" or equivalent bonding fresh wet cementitious materials to existing cementitious surfaces including application and surface preparation as per manufacturer recommendation complete all as required and as directed by the Engineer-in-Charge.
2
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Providing and fixing mechanical bolts anchored in to RCC members, M.S plate to a specified depth as per manufacturer recommendation of "Fischer or approved equivalent" make "threaded rod RG M 24 x 400 gvz steel grade 5.8" make "zinc-plated steel" anchor threaded rods and anchor to minimum depth of 300mm in concrete and grouting with injection mortar system of adhesive "Fischer or equivalent Injection mortar FIS EM Plus 390 S" at all elevation including drilling, fixing in position inclusive of all machinery and man power, scaffolding and as per specification and as directed by Engineer-in-Charge.
136
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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, 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 / synthetic 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 shall also be arranged by the contractor at his own cost.
22
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Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like trusses, purlins etc. using MS hollow / circular / square / rectangular tubular sections 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 / synthetic 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.
6
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Supplying, fabricating, installing, placing and securing in position cold formed Channel section, GIRTHS / purlins having yield strength of 345 MPA conforming to IS 801 including cutting, welding, bending to shape, painting as mentioned below complete all as per specification drawings etc., complete and as per instruction by Engineer in charge (The supply of material is in the scope of contractor.) Note: (i) Lifting device arrangements if any required also to be arranged by the contractor at his own cost. (ii) Painting: a) Epoxy primer - 2 coats (Before and after erection) b) Micaceous iron oxide - 1 coat. c) Chlorinated rubber based paint - 2 coats (Finish paint)
6.5
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Supplying, fabricating, installing, placing and securing in position HFRHS / purlins having yield strength of 310 MPA conforming to IS 4923 including cutting, welding, bending to shape, painting as mentioned below complete all as per specification drawings etc., complete and asper instruction by Engineer in charge (The supply of material is in the scope of contractor.) Note: (i) Lifting device arrangements if any required also to be arranged by the contractor at his own cost.
(ii) Painting: a) Epoxy primer - 2 coats (Before and after erection b) Micaceous iron oxide - 1 coat. c) Chlorinated rubber based paint - 2 coats (Finish paint)
9
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Providing, drilling fixing Hilti 12mm dia HSL4 Anchor bolt including required chemical additives tools, equipment’s, labour charges etc., complete as directed by the Engineer-in-Charge
35
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Roofing Sheet - Bare galvalume Roof Sheeting : Providing and fixing single skin Trapezoidal profiled Bare galvalume Roof sheeting of 730 -1020mm cover width 28-32 mm crests depth at 186-250 c/c ( Above 195 mm c/c crest distance there will be minimum 2 ribs at the centre for stiffening). The feed material is manufactured out of 0.45 mm BMT (Base Metal thickness) Hi-Tensile steel with min. 550Mpa yield strength coated with hot dip metallic zinc-aluminium alloy coating Zincalume AZ-150 (as per AS1397) as 150 gms/sq.mt total on both sides of Zinc ( 45 %) & Aluminium (55%). The Steel manufacturers test certificate for the chemical and mechanical properties of steel must be submitted for approval prior to installation. The sheet shall have brand marking of the manufacturer on the back of the sheet at every 1 metre c/c for conforming genuinity of the material. The steel sheet shall be fastened using Class 3 (as per AS3566) of size as per design, galvanized hex self-drilling fasteners of approved make (TATA bluescope or equivalent) and quality including EPDM/neoprene washer on each crest of sheets for connecting with purlins (or as per design). Note 1: For roofing sheet only laid area shall be measured and paid for (laps etc., shall not be measured). The sheeting shall be generally laid in accordance with Technical Specifications and Contractor shall ensure water tightness at joints and at all locations and sheeting shall be roll formed at site without any end laps. Note 2: The contractor is to submit design and workshop drawings and take approval on the sheet profile, design and detail before installation of the sheets from the Engineer-in-charge. The measurement shall be based on per unit of finished/ covered surface area.
1100
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Flashing made out of High tension steel of thickness 0.50 mm with 345 MPA yield strength coated with hot dip metalic Zinc - aluminium alloy coating Zincalume AZ - 150 or equivalent ( as per AS1397 ) as 150 gms / sqm total on both sides of Zinc ( 45% ) & Aluminium ( 55% ), with super polyester color bond XRW quality paint coat as per AS /NZS 2728 ( Category 3 ) of approved colour. The colour shall have a total coating thickness of 35 microns of an super polyester XRW quality paint system as per AS/NZS - 2728 ( category 3 ), comprising of 20 microns exterior coat on top surface and 5 micron reverse coat on back surface over 5 micron primer coat on both surface for the both outer and inner steel cladding in specials of suitable size and shape including providing necessary trimmers, cutting to profile, foam fillers, butyle sealant and silicon sealant wherever required etc., all as approved by the Engineer - in - charge. The steel manufacturer's test certificate for the chemical and mechanical properties of steel must be submitted for approval prior to installation. The sheet shall have brand marking of the manufacturer on the back of the sheet at every 1 m c/c for conforming genuinity of the material .The steel sheet shall be fastened using Class 3 ( as per AS3566) of size as per design, galvanized hex self - drilling fasteners of approved make and quality including EPDM / neoprene washer on each crest of sheets for connecting with purlins/GIRTHS etc., complete as directed by Engineer in charge
Note :- 1) The joints, which has to be sealed with suitable silicone sealant to prevent the heat transfer outside to inside and prevent rain water seepage. 2) Width of the sheet upto 610mm or specified in the drawing to cover the required flashing area.
120
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Providing and fixing high strength friction grip bolts, nuts & washer of grade 8.8 / 10.90, of various size of make TVS or UNBRAKO or equivalent conforming to IS 1364. The rate inclusive of cost of materials, transportation, machinery required complete all as required and as directed by the Engineer-in-Charge.
50
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Providing and fixing Tapper Washers of Nominal dia 18mm to accomadate M16 bolts conforming to 5372 IS. The rate inclusive of cost of materials, transportation, machinery required complete all as required and as directed by the Engineer-in-Charge.
250
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Supplying, fabricating and fixing of SS flats using 304L grade Stainless Steel of approved size, make and quality by cutting to required size, drilling of holes, welding, including cost of fasteners, fixing at site etc. for wind tie protection over the top of roof including scaffolding where ever necessary as per drawings, specifications complete.
Note :-1) The joints, which has to be sealed with suitable silicone sealant to prevent the heat transfer out side to inside and prevent rain water seepage. 2) Spacing of fasteners as instructed by Engineer-in-Charge[EIC] or as per design requirement. Note: SS flat weight alone will be measured on weight basis for payment. 3) The Testing of SS material is in the scope of contractor for chemical and mechanical properties. 4) The SS flat ties shall be fastened using Class 3 ( as per AS3566) of size as per design, galvanized hex self - drilling fasteners with of approved make and quality including EPDM / neoprene washer on each crest of sheets for connecting with purlins/GIRTHS etc., complete as directed by EIC. 5) Fastening system with washers has to be got approved by EIC.
460
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Providing and fixing wind operated turbo ventilator along with suitable base in Aluminium matching to the roofing profile. Necessary flashings to make the interface between the sheet and the turbo base should be considered of 600mm throat dia. and all as directed by the Engineer-in-Charge. Note: Turbo ventilator fixing with roof sheet should have sufficient overlap and leak tightness.
12
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Supplying and providing the CERA MEC STRIP SEAL upto 250mm width Expansion joint strip treatment for Roof slab/vertical wall area including chipping & surface preparation, applying CERA MEC SS ADHESIVE over the roof slab expansion joint to a minimum width of 50mm and aligning to the required line, overlapping of minimum 100mm of strip with suitable rubber adhesive, carefully removing of air pockets & wrinkles as specification including providing with approved quality of polyethylene or high quality foam backer rods, including treatment with admixed with CERA LATEX SBR @ 1kg per 50kg (1 bag) of cement at all joints, including all as specification and as directed by Engineer-in-Charge. Note: The area shall be tested for any leakages by ponding water in panels. In case of any leaks found grouting shall be done with contractor cost.
20
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Supplying, placing and securing in position FRP Rain water gutter of width 400mm and side height 500mm at both side and thickness of 6mm at the EL+8.50metre with necessary cutting, bending to shape, splice plates, Gutter strap, Rivets or bolt nuts, washer, sealant, bitumastic tape etc. complete all as per drawing etc. complete and as per instruction by Engineer-in-Charge.
70
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for road and bridge works (4th revision or latest) and as directed by the Engineer-in-Charge for following
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for Grading-I material
110
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Providing 40mm thick concrete flooring with metallic concrete hardener topping at all levels and floors consisting of under layer of 28mm thick cement concrete 1:1:2 using crushed stone sand (1 part Cement : 1 part Fine aggregate : 2 part Coarse aggregate of 12.5mm and below size) by volume, top layer of 12mm thick 1:2 mix (1 part cement with metallic hardener of Hardonate / Ironite or approved equivalent : 2 parts of stone aggregate of 6mm nominal size by volume) (metallic hardener and cement mixed ratio is 1:4) prepared as per manufacturer's instructions including chipping the concrete surface, finishing, curing, providing aluminium dividing strips, cleaning the surface neatly at the time of handing over the area etc. complete all as per specifications and drawings.
570
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Providing, installing, testing & commissioning of Non-perforated Rolling shutter with top cover, made from G.I. strips of 18 guage with interlocking lath sections, complete with specially designed wind locking arrangements, side guides, bottom with rubber seal, brackets made from M.S. Sheet, finished with painting scheme as mentioned in note, with strong suspension shaft and with fitting accessories, remote control, additional key selector / push button etc. complete all as per approved shop drawings and as directed by the Engineer-in-charge. (Manufactured by M/s. Gandhi automations Pvt. Ltd. Or approved equivalent) and for providing Rolling shutter automation system comprising of Kirloskar or approved equivalent side one motor with manual chain override in case of power failure, Key selector, Pair of Hub and Safety Brake including providing necessary electric wiring, single / three phase AC supply upto the point of installation, testing & commissioning etc. complete all as per approved shop drawings and as directed by the Engineer-in-Charge.
Note 1. Actual area of structural opening only shall be measured for payment. 2. Suitable capacity of motor should be got approved from Engineer-in-Charge prior to procure the same. 3.Painting: a) Epoxy primer - 2 coats (Before and after erection) b) Micaceous iron oxide - 1 coat. c) Chlorinated rubber based paint - 2 coats (Finish paint)
30
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Providing and fixing anodized aluminium (Anodised transparent or dyed to required shade according to IS:1868 Minimum Anodic coating of grade AC 15) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z Sections and other sections of approved make confirming to IS:733 and IS:1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per architectural drawings and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required. (fittings, Glazing and panelling shall be paid for separately)
Note : 1) The rates for aluminium is inclusive of all fasteners required for fabrication and fixing in the walls. 2) All joints shall be of mittered Joints. 3) A long M.S rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. 4) Only Aluminium members alone shall be measured and paid for.
200
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Providing and constructing brick masonry at all lifts using well burnt stock bricks in cement mortar 1:6 using crushed stone sand including scaffolding, raking out joints, curing complete as per specifications and drawings for foundation, superstructure, etc. for the following floors.
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for Basement and Ground Floor
42
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Providing and constructing at all floors and lifts 115mm thick brick work in cement mortar 1:4 using crushed stone sand and using well burnt stock bricks 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.
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for Basement and Ground Floor
5
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Providing plastering to the external surfaces of brickwork/concrete at all elevations 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.
650
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Providing and applying painting Two coats at all levels with Acrylic emulsion paint (ACE or Equivalent approved brand, colour and manufacturer) to give an even shade including one under coat of suitable primer, applying putty, preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-Charge.
350
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Providing and applying painting Two coats on rough cast plaster surface at all levels with Acrylic emulsion paint (APEX or Equivalent approved brand, colour and manufacturer) to give an even shade including preparation of the surfaces, applying putty, scaffolding complete all as per specifications and as directed by the Engineer-in-Charge.
100
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Providing and applying painting Two coats at all levels Acrylic emulsion paint (ACE or Equivalent approved brand, colour and manufacturer) to give an even shade including preparation of the surfaces, applying putty, scaffolding complete all as per specifications and as directed by the Engineer-in-Charge.
50
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Providing and laying 65mm thick rubber moulded with vibratory compaction Factory made cement concrete precast Interlocking paver block of M30 grade made and approved size, shape, design, colour & pattern including laid over 100mm thick compacted bed of crushed stone sand (coarse sand), filling the joints with coarse sand, compaction mechanically etc. all complete all as per the direction of the Engineer-in-Charge.
Note: The sample tile shall be got approved by the Engineer-in-charge before procurement.
320
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Providing and fixing PVC rain water downtake pipes conforming to IS:13592 Type A and PVC SWR Fittings & specials confirming to IS:14735, ‘Finolex’ or other approved equivalent make of pipes, fittings & specials including jointing with seal ring / with PVC solvent adhesive including fixing in walls/columns using clamps, anchor fasteners, bolts and teakwood packing pieces, joint testing etc. complete all as per drawings, specifications and as directed by the Engineer-in-Charge.
-
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PVC SWR Rain water pipe 160mm outer dia
100
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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 using crushed stone sand, 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.
-
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300mm dia NP2 class RCC Hume pipe
60
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Providing and fixing double Tubular scaffolding system using H-Frames / APS system or (cup lock type) on the exterior side upto seven story height made with 40mm dia M.S. tube 1.5m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in-charge. The elevation area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding.
120
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Hire charges towards 12.5 tonne crane for lifting the un-used concrete blocks, light-poles, electrical-drums & structural materials lying in and around the area of the building and loading them into the trucks including providing D-cycle, slings and other accessories for lifting & overhead charges for operators, fitters & helpers complete all as directed.
10
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Levelling, bull-dozing the heaped/dumped loosened earth/debris etc. to form a berm of road along the side of road, alignment by hiring JCB/Bull dozer etc., including labour charges (if any) to the required width as directed by the Engineer-in-Charge.
10
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Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast plain solid units, exhaust fan moulds, slabs, etc, in controlled reinforced cement concrete of M30 grade 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. Note: 1. The rate shall be quoted on the basis of using 380 Kg. of cement per cu.m. of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate specified in schedule F. 2. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. 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
3. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
4.5
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Supplying, fabricating, installing, placing and securing in position Plain – Ridge at roof top. with galvalume cladding sheet having one side corrugated and other side plain sheet made out of High tension steel of thickness 0.50 mm with hot dipmetalic Zinc - aluminium alloy coating Zincalum AZ - 150 ( As per AS1397) as 150 gms/sqmt total on both sides of Zinc ( 45%) & Aluminium ( 55 %) with super polyester colorbond XRW quality paint coat as per AS /NZS 2728(Category 3 ) of approved colour. The colour shall have a total coating thickness of 35 microns of an supper polyester XRW quality paint system as per AS/NZS - 2728(Category 3 ) comprising of 20 microns exterior coat on top surface and 5 micron reverse coat on back surface over primer coat of 5 micron for the steel claddings.
35
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Providing and fixing in FRP Ladder of 400mm width using 50mm nominal size square tube of 6mm thickness for vertical and 32mm nominal size round tube of 4mm thickness for horizontal member at 300mm spacing at all elevations including all fittings, transporting, preparation of the surfaces, scaffolding, complete all as per specifications and as directed by the Engineer-in-Charge. Note: Rate Inclusive of plates, support, anchor bolt or Hilti system for installation of FRP ladder on the wall.
8
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Supplying and filling the selected earth from outside of DAE installation (with all lead and lift), including excavation from borrow pits if any required, filling in layer of not more than 150mm thick, each layer well rammed and consolidated by mechanical roller including water consolidation etc., levelling, dressing the top surface to the required level, complying with standard specification and as directed by the Engineer-in-charge.
Note: Proper Trip sheet records shall be maintained for bringing the earth through DAE main gate with security stamp duly signed by Departmental Engineer.
100
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Supplying and filling in basement with Quarry dust, filling in layers of not more than 150mm thick, each layer well rammed and consolidated by hand/mechanical roller including watering, levelling, dressing the top surface to the required level complete all as per specification and as directed by the Engineer.
11
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Overall rebate (Optional)
-
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INR Zero Only
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