Tender For Construction Of 2 Class Room Building At Pue School At Nalluranpatty Sembiyanatham Panchayat
Tender Overview
Project Description
Construction Of 2 Class Room Building At Pue School At Nalluranpatty Sembiyanatham Panchayat
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-Dec-2023 | Construction of 2 Class Room Building at PUE School at Nalluranpatty Sembiyanatham Panchayat | Date | 06-Dec-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Name of the Work : Construction of 2 Class Room Building at PUE School at Nalluranpatty @ Sembiyanatham Panchayat |
| 2 | Earthwork |
| 3 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and balling water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers ofwell rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification. rates |
| 4 | Supplying and filling in foundations and basement with filling M-sand in layers not exceeding 15 cm thick, well watered, rammed and consolidated etc. complete complying with standard specifications. pwd rates |
| 5 | Plain Cement Concrete 1:4:8 (one part of cement, four parts of sand and eight parts of hard broken stone) using 40 mm gauge hand pwd broken hard broken granite stone jelly rates complying with standard specifications in foundations and basement. |
| 6 | Refilling the approved good quality earth in plinths, area development etc. wherever pwd specified in layers is not exceeding 200 mm rates thick, with available earth at site. |
| 7 | Supplying and filling of good earth filling Iocally available earth transported from the outside including consolidation, leveling specified in layers of not exceeding 200 mm thick., etc. complete. pwd rates |
| 8 | Supplying and wrecting Centering and Shuttering for soffies including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all foors with all orosa bracings using Mad Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 26mm x 25mm x 3 mm for boarding laid over silver cak joists of size 10cm x 8.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at hot more than 76 om centre to centre etc complete complying with the standard specification (Payment for centering shall be given after the concrete is laid) |
| 9 | Footing. Plinth Beam, etc |
| 10 | Plain surfaces such as roof slab, floor slab beams. Iintels, loft, sill slab, staircase waist, portico slab and other similar works |
| 11 | Square and rectangular columns and small anties such as sunshades, parapet cum pwd drops, window boxing, fin projections and other similar works |
| 12 | Providing and laying in position, M-20 Grade in accordance with IS 456-2000, using 20mm and down grade hard broken granite stone jelly for all RCC Items of works with minimum cement content of 350kg/m3 and maximum water cement ratio of 0.50, including admixture (Plasticiser/super plasticiser) in recommended proportions as per 15:9130 to accelerate, rated setting of concrete, improve workability without impairing strength and durability with about (5.0 cum) 7730kg of 20mm machine crushed stone jelly and with about (3.3cum) 5156 kg. of 10- 12mm machine crused stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with Mechanical vibrators, finishing, curing, etc., and providing fidunes like fan clamps in the RCC Floor/roof slabs wherever necessary without claiming extra, etc., Complete complying with standard specification and as directed by the departmental officers The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No Separate payment will be made by the Department for the excess usage of materials |
| 13 | Foundation & Basement |
| 14 | Ground Floor |
| 15 | Steel Fe 500 D: Supply, fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes recoiling, straightening, cutting, bending, fabricating, and rates and placing in position, at all levels including lead and lift, acconting to drawings, specifications etc. complete and supply & use of 18G black annealed binding wire double fold to the tie the bars in position and providing precast cement/ PVC cover blocks for main reinforcement to ensure specified cover and complete, Including all labour charges etc as directed by departmental officers |
| 16 | Brick work in following Cement Mortar 1:5 using best quality Il class table moulded bricks 83/4 x 41/4\" X23/4\" for foundation and basement including curing etc.complete complying with standard specification. Including scaffolding curing cost of reinforcement etc all complete as per specifications and drawings as directed by the Engineer in-charge |
| 17 | Foundation basement |
| 18 | Ground floor |
| 19 | Brick partition walls of 11.50cm thickness using best quality Il class table moulded bricks 8\"3/4 x 41/4\" X23/4\" in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. |
| 20 | Ground Floor |
| 21 | Terrace Floor |
| 22 | PLASTERING WORK |
| 23 | Providing and applying 10 mm thick Cement plaster in Cement mortar 13 (One part of Cement and Three parts of Sand), to finishing the exposed surfaces of R.C.C. items of works such as Roof (or) floor slabs, beams, and Sun shades etc to correct plane and level including pcaffolding, hacking of surface, chiselling the undulated surface wherever necessary and curing etc, all materials and labour complete in all respects including all lead, lift and descent and as directed by the Enineer in charge This rate includes the cost of providing Cement Mortar beadings for sun shades, steps, landing slabs, elevation etc complete complying with standard specifications |
| 24 | Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls Internally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete susfaces with minimum overlap of 150 mm in all chambering of comers, offsets, fin/ bands, rat projections, etc and cleaning of surface, raking out joints, roughening of surface, chiseling the undulated surface wherever necessary and curing, etc., all materials and labor complete in all respects including all lead, lift and descent and as directed. |
| 25 | Providing & applying 2 mm thick cement plaster in CM 1:5 (1 part of cement 5 parts of sand) to walls externally in single coat at all levels to correct line and level including scaffolding, rounding off or chambering of comers, offsets, fin/ bands, projections, etc. and pwd cleaning of surface, raking out joints, rates roughening of surface, chiseling the undulated surface wherever necessary and curing, etc., all materials and labor complete in all respects including all lead, lift and descent and as directed |
| 26 | Flooring & Dadooing |
| 27 | Paving the floor with best approved quality fine polished SHAHABAD stone slabs of size 600 x 600 of 18/20mm with machine cut edges and matching marble slab not less than 100mm width other than Adanga Marbles as bonter laid over a cement mortar bed of 20mm thick using cerpent mortar 1.3 (One cement and three 14 64.41d) fixing the slabs in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments and polishing with floor polisher to a high degree of finish etc. The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification |
| 28 | Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One) Cement, Two sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly ipcluding laying, finishing and the top rubbed smooth with power trawl, thread lining.curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) |
| 29 | Supplying and fixing in position steel balustrades esing 20mm square rods spaced of 180mm centre to centre so that the whatustrades in each step shall be placed centrally and the top of halustrades connected with the hand raille (cost of hand rall shall be measured and paid separately) by means of MS Pets of size 40mm x 8mm in the groove 40mm Omin provided at the bottom of hand raill, the bottom of balustrades shall be fond on to the top of step concrete. An additional MS flat of suze 50mm x 6mm shall be provided at the centre of balustrades connecting all square rods to the entire length including cost of square rods, flat and applying one coat of red oxide primer to the iron surfaces, etc, complete complying with standard specification and as directed by the departmental officers |
| 30 | Supplying and foxing 40mm dia Gl pipe for staircase hand rall including labour charges for cutting, welding and fixing with MS flats (excluding cost of flat), etc., as directed by the departmental officers |
| 31 | Fabricating, Supplying and fixng in position of steel sheeted windows (Three Leaves) with the following specifications. Outer frames of windows made of \"Z\" section F7D of size 33 x 25 x 3mm at 1.419 kg/m and mullion \"J\" section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly. 2 numbers of sturdy hinges and one number of handle cum latch of special type made with 18xmen MSI Rats are revetted to the shutters af an appropriate height in window sullable opening is left for its easy operation, a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handia each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place 4 Nos of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter at two place equivalent from each from top and bottom of the shutter. |
| 32 | An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti- 12.00 Corrosive red oxide primer as directed by the departmental officers. All sections should be in confirmed with IS 7452/1990. The cost includes cost of all materials, labour charges and other incidental charges, etc., complete |
| 33 | Manufacturing, supplying and foong of Steel doors with following specification.MS angle of size 40x40x6mm at 3.5 kg/m used for outer frame and MS Angle of size 35x35x5mm at 2.6 Kg/m for the shutter frame. Stiffeners with 32x6mm at 1.5 Kg/m MS Flat is provided as the lock rail of the door and welded intact on both ends to the shutter frame. 18 G CR Sheets of best quality is laid as panel in the shutter Welded over the 32x6mm at 1.50kg/m MS Flat on the rear side of the door, sandwiching the CR Sheet for rigidity. Additional stiffeners with 18x5mm at 0.7 Kg/m MS flats are provided diagonally on the rear side of the shutter. 300mm length of hinges 2Nos, for shutter is provided. 6 Nos. of 250mm length hold fasts 200mm length specified at the ends are welded to the outer frame of the door. Tower bolt 2 Nos at the top provided. |
| 34 | Painting Work |
| 35 | Supplying and Painting new celling plastered surface with two coats of coat of distempering one coat of distemberprimer |
| 36 | Supplying and painting new plastered Internal wall surface with two coats of distembering one coat of distember primer |
| 37 | Supplying and painting the walls with one coat of wall primer and two coats of Exterier emulsion (apex or equivalent) as instructed by the departmental officers including preparation of surface curing etc., complete in the floors complying withstandard specifications (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work) |
| 38 | Weathering Course Concrete using best quality broken brick jelly of 20 mm uniform gauge in pure slaked lime (NO Sand to be used (over the RCC roof slab in the proportion of brick jelly to lime being 32 121/2 by volume in single layer and consolidated to the pwd required slope and finished thickness and rates beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime, jiggery water etn complete complying with standard specifications and as directed |
| 39 | Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers. |
| 40 | Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the 38.00 existing red oxide priming coat in all floors pwd excluding cost of priming coat etc., complete rates complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) |
| 41 | Supplying and fixing cuddapah slab for pwd 21.96 cupboard shelf |
| 42 | Providing Cup-board Shutter with frame using termits/water proof plywood of 19mm thick Jover which laminated sheet of 0.8mm thick fired inside the shutter and 1mm thick fixed in the outside of the shutter using fevicol along with necessary furniture fittings such as, hydralic hinges, tower bolt, handies, multi purpose locks etc |
| 43 | Supplying and fixing PVC Rain water down fail pwd pipes of following dia meter etc., complete. |
| 44 | Electrification Work |
| 45 | Wiring2x1.5 Sq.m (22/0.30) PVC insulated Unsheathed SC.cu.conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box with in flush with wall covered with hylem sheet of 3 mm thick with painting of suitable colouyr for concealed PVC light/fan point (SD No.25) |
| 46 | Supply and fating of 4\"-18W LED tube with fitting inclusive of all charges |
| 47 | Wiring 2 x 1.5 sq mm (22/0 30)PVC Insulated unsheathed SC cu fonductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box with in flush with wall covered with hylem sheet of 3 mm thick with painting of suitable colour for concealed PVC plug point (SD No.38) 5 pin plug point |
| 48 | Supply and fixing of 1200mm sweep AC ceiling fan complete with stepped electronic regulator with 300mm down rod on the existing clamp SD 106 |
| 49 | Supply and fixing of water tight Bulk Head fitting with guard (Philips/Bajaj /Crompton/Klite) 5 suitable for incandencent lamp and 60W bulb (SD NO.83) |
| 50 | Supply and run of 2 of 1.50 Sq mm polythene insulated PVC sheathed heavy duty SC Copper conductor of 1100 V grade on 7/20 GI bearer wire for service connection mains (SD No.64) |
| 51 | Supplyand fixing of TNEB meter Board suitable for A Fise (500V) 32A 32A 32A Single Phase service connection with Copper faft on TW prank of size1 Buck an allher side with painting w bot and mute har feing the TW plank on wall with earth connection and inter connection 100 PVC copper whe from EB meter to fute und (SD No. 126) |
| 52 | Supply and run of 2x4 mm (22/03) PVC insulated SC unsheathed Cu Conductor of 1100V 25mm dia Gil pipe (Class B) suitably bent of both ends with necessary angle iron upright and and supports for mains SD 70 |
| 53 | Supply and Fixing of 16 Amps DP Switch of 500V with Metal Clad with Fuse and Neutral SD 142 |
| 54 | GST Amount for providing Service to Government Contract Works for the above ConstructionWorks.GST Amount is the Total GST Amount for overall quoted amount above this row in column \"BB\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
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