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| 1 | CONSTRUCTION OF CHIEF MINISTER MINI STADIUM AT THURAIKAMALAM SCOOL (GOVERNMENT AIDED) AT VELAMPATTI Estimate Amounts : 50.00 Lakhs. |
| 2 | Construction of Seating Gallery (RCC) |
| 3 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 4 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. |
| 5 | Cement Concrete 1:4:8using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification . |
| 6 | Refilling the foundation with Excaveted Earth in layers of not more than 15cm thick well rammed, watered and consolidated as directed by the deptl. officers. Complete complying with standard specifications. |
| 7 | Supplying and erecting water tight steel shuttering to centering including necessary supports for plane surface in Foundation and Basement for RCC Columns, Footings, Plinth beams, bed blocks, staircase steps etc., using suitable mild steel sheets etc., complete. |
| 8 | Footing ,Plinth beam ,Column upto Basement |
| 9 | Plain surfaces Roofslab,floorslab,beams,lintels,loft,sillslab,staircase waist,portico slab and other similar works. |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for M25 grade cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads, but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge. |
| 11 | Column footing - Foundation basement |
| 12 | In Ground floor |
| 13 | Supplying, fabricating and placing in position M.S. or R.T.S. reinforcement grill for RCC works as per the design given including cost of steel and binding wire etc., complete complying with standard specification. (The contractor will have to make his own arrangements for the supply of M.S. plain rods / RTS rods and binding wire) |
| 14 | Brick work using country bricks of size 83/4\\"x41/4\\"x23/4\\" in cement mortar 1:5 (One cement and five M.Sand) including curing neat finishing, etc., complete complying with standard specifiction. |
| 15 | Plastering with Cement Mortar 1:5 (One cement and Five M.Sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. |
| 16 | Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. |
| 17 | 200m Track |
| 18 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 19 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification. |
| 20 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 21 | Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm) IRC HBG metal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer. (Mix -in - place method) (From Road Data) |
| 22 | Providing and Laying good quality red earth filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction. |
| 23 | Supplying and erecting centering for Kerb Wall HW-W0143 |
| 24 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the |
| 25 | Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. |
| 26 | Football Ground |
| 27 | Providing and Laying good quality red earth filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction. |
| 28 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officerswith an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete |
| 29 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. |
| 30 | Basketball Court |
| 31 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. |
| 32 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification. |
| 33 | Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification. |
| 34 | Brick work in Cement Mortar 1:5 ( One cement, Five sand) using COUNTRY bricks for foundation and basement including curing, etc., complete complying with standard specifiction. |
| 35 | In Foundation & Basement Level. |
| 36 | Supplying and filling of gravel by lorry in basement filling including conveyance loading and unloading charges and all other incidential charges filling laying watering and consolidation etc., complete as directed by the Dept., Officers with standard specification. |
| 37 | Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm) IRC HBG metal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer. (Mix -in - place method) (From Road Data) |
| 38 | HDPE Sheet: Supplying a and Laying 300 micron HDPE sheet below RCC/ Cement concrete flooring of approved colour/ make. The rate should include cost of 150mm overlapping all complete as directed by the departmental officers. |
| 39 | Providing and laying in position ready mixed or site batched design mix cement concrete for M25 grade cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads, but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge. |
| 40 | In Foundation & Basement Level. |
| 41 | In Ground Floor |
| 42 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete islaid) |
| 43 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 44 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab,portico slabs and beams, etc. |
| 45 | For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. |
| 46 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) |
| 47 | Providing vacuum de watered controlled cement concrete surfacing 100mm thick in required slope and chamber conforming ready mixed or site batched design mix cement concrete for M25 grade with 20mm size stone aggregate cast insitu, smooth finish and levelling with double framed screed vibrator, excess water to be removed through vacuum pump with bottom and top filter mat duly sealing the edges all- round including provisions of polythene sheet below the concrete layer before placing of concrete and finishing with power floated and power trowler to obtain the hard surface including provision of expansion joints at 6mtr. intervals across the platform by cutting 6mm wide and full depth of concrete by contractors own mechanical means and filling the gap with polysulphide sealant and adding admixture recon 3S for crack free construction at the rate of 125 gms pack per 50 kg of cement with all lead, lift and other incidental works etc., complete and as directed by the Engineer i/c (All labour, materials,tools and plants etc., including cement by the contractor only) |
| 48 | Supplying and painting the walls with two coats of wall putty asinstructed by the departmental officers including preparation ofsurface curing, etc., complete in all floors complying with standardspecifications (The wall putty shall be got approved by the Executive Engineer before use of work). |
| 49 | Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. |
| 50 | Colour washing two coats in all floors using best freshly burnt white shell lime and best quality of approved variety of colouring pigment including cost of lime, colouring pigments, fevicol type gum, brushes, scaffolding charges etc., complete complying with standard specification. Mineral colouring pigments not affected by lime should only be used (stainers and colour solutions should not be used.) |
| 51 | Electrical arrangements |
| 52 | Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (6 points / Coil) Higher End-SD 293 |
| 53 | Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 6A one way module switch and 1 no. 6A 3/2 pin module socket with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with painting of suitable colour for concealed PVC pipe Plug point ( 8 points / Coil) Higher End- SD 319 |
| 54 | Supply and Run of 2 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 2.5 sq.mm copper wire and making good of the concealed portion -SD 348 |
| 55 | Supply and fixing of 20A DP plug and socket in sheet enclosure with 32A DP MCB in flush with wall with earthconnection (For Water pump) SD 144 |
| 56 | Supply and fixing of single box type 4'18W LED Tubelight fitting complete with electronic ballast with TW round blocks on wall or ceiling with PVC unsheathed Copper leads from terminals to thefitting SD 440 |
| 57 | Supply and fixing of 8 way single pole and neutral MCB sheet steel enclosure distribution board of double door type with metal door with IP43 protection with 1 No. 32A DP MCB as incoming and 6 Nos. 6A to 32A SPMCB outgoing in flush with wall and making good of the concealed portion with earth connection only. The MCB DB and MCB's should be with ISI mark (like standard make) SD 151 |
| 58 | Supply and fixing of 4 way Vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 63A 4P MCB Isolator as incoming and 12 nos. 6A to 32A SP MCB as outgoing on suitable angle iron frame on wall with earth connection only. Higher End SD 580 |
| 59 | Supply and run of 2 of 2.5 sq.mm. (36 / 0.3) PVC insulated single core unsheathed copper conductor of 1100V grade in suitable rigid PVC conduit pipe concealed in wall and ceiling with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with suitable colour SD 75 |
| 60 | Supply and run of 1 of No.8 SWG GI wire for earth connection, including cost of all materials etc. all complete in all respects complying with relevant standard specification and as directed bythe departmental officer. SD 74 |
| 61 | Earthing as per the ISI specification with an earth electrode of 2.10 metre Class 'B' GI pipe of dia not less than 40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funneling arrangements with necessary masonry work and with 38mm RCCcover slab for the brick masonry SD 221 |
| 62 | Supply and laying of 4 x 10 sq.mm PVC LTUG aluminium armoured cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 metre layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good SD 180 |
| 63 | Supply and fixing of 10A 400V, 50 Hz 3 phase 4 wire watt hourmeter on suitable TW box with earth connection SD 127 |
| 64 | Supply and fixing of 1200mm (48\\") sweep AC ceiling fan complete with stepped electronic 300W regulator with 1 metre down rod withfan clamp with side plates and cross arm of size 450mm (18\\") SD 106 |
| 65 | Supply & Fixing of Water Tight Bulk Head Fitting suitable for 15W LED Lamp with Guard Heavy Type SD 83 |
| 66 | Supply and fixing of fancy glass shade and 7W / 9W LED bulb -SD 79 |
| 67 | Supplying and Erection and construction of Electrical chambers of required internal dimensions 600x600 upto 0.6 mtr.depth with 230mm brick masonry in C.M.1:5 thk of masonry over bed of 1:2:4 R.C.C. 200 mm thk bove 100 mm thk P.C.C.1;3:6 Cement concrete foundations over M.Sand bed of 100mm thk channelling in 1;2:4 cement concrete, plastering in 1:3 cement mortar for internal and external surface finished with floating coat of neat cement, the work including excavation for required depth of gully trap and refilling and making good in the surface with SFRC cover and frame 600x600mm (clear opening) complete complying with standard specifications etc., |
| 68 | Earthwork for foundations and depositing on bank with initial lead of 10 Mt. and initial lift of 2 Mt. in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth. |
| 69 | 80 X 0.9 X 0.9 = 64.80 Cum |
| 70 | Earth work for 160mm dia PVC Pipe (Below G.L) |
| 71 | Supplying and fixing PVC pipes for electrical underground duct lines arrangements of following dia meter etc., complete. |
| 72 | 160mm dia PVC Pipe (Below G.L) |
| 73 | Supply and fixing of fancy glass shade and 7W / 9W LED bulb -SD 79 |
| 74 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \\"BB\\" for all works in this package} Please Enable Macros to View BoQ information |
