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| 1 | PROVIDING CC PAVEMENT AT WAY TO AMMANKOVIL WEST 1ST STREET IN VELLAGOUNDAMPATTI VILLAGE AND RAMASAMIYAPURAM PANCHAYAT IN VASUDEVANALLUR PANCHAYAT UNION. |
| 2 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 3 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum. |
| 4 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. |
| 5 | Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. |
| 6 | Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete, |
| 7 | Cement concrete 1:2:4 mix using 20mm ISS metal including top Finish using Trowel Machine with necessary Genset Arrangements including all cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. |
| 8 | Supllying and fixing Bitumenpad 12mm thick for expansion joints at every 4.50m intervals inculding cost of material conveyance to site,cutting finishing etc., complete. |
| 9 | PROVIDING CC PAVEMENT AT WAY TO AMMANKOVIL EAST 2ND STREET IN VELLAGOUNDAMPATTI VILLAGE AND RAMASAMIYAPURAM PANCHAYAT IN VASUDEVANALLUR PANCHAYAT UNION. |
| 10 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 11 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum. |
| 12 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. |
| 13 | Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. |
| 14 | Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete, |
| 15 | Cement concrete 1:2:4 mix using 20mm ISS metal including top Finish using Trowel Machine with necessary Genset Arrangements including all cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. |
| 16 | Supllying and fixing Bitumenpad 12mm thick for expansion joints at every 4.50m intervals inculding cost of material conveyance to site,cutting finishing etc., complete. |
| 17 | CONSTRUCTION OF 60000 LITRE OHT AT INFRONT OF CHURCH IN VELLAGOUNDAMPATTI VILLAGE AND RAMASAMIYAPURAM PANCHAYAT IN VASUDEVANALLUR PANCHAYAT UNION. |
| 18 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth |
| 19 | First depth of 2m |
| 20 | Second Depth |
| 21 | RWH & PLATFORM |
| 22 | Rechargepit |
| 23 | core wall |
| 24 | Sand filling for foundation with clear M sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers. |
| 25 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. |
| 26 | PLATFORM |
| 27 | Brick work in cement mortar 1:5 mix using country bricks 83/4\\"x4 1/4\\"x2 3/4\\" and conveyance of all materials to site and all labour charges etc complete For 100CFT |
| 28 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board |
| 29 | For items 1.5m to 4.5m below GL |
| 30 | For items 0 to 1.50m below GL |
| 31 | For items 0m to 4.5m above GL |
| 32 | For items 4.51m to 7.32 m above |
| 33 | For items above 7.32 m & up to 10.98 m from GL |
| 34 | For items above 10.98 m & up to 14.64 m from GL |
| 35 | For items above 14.64 m & up to 18.30 m from GL |
| 36 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding |
| 37 | PLANE SURFACES |
| 38 | Below GL |
| 39 | For column footing and GL Brace |
| 40 | GL 0 to 3.30 M |
| 41 | For Brace I |
| 42 | 5.3. to 6.30 m |
| 43 | For Brace II |
| 44 | 8.3. to 9.30 m |
| 45 | For Brace III |
| 46 | 3.30 TO 4.30 m |
| 47 | Roof slab |
| 48 | 11.30 to 12.30m |
| 49 | For Floor Beam and Bottm of Floor slab |
| 50 | CURVED SURFACE |
| 51 | 0 to 3.30 M |
| 52 | For Side Wall, & Floor slab sides and Haunch |
| 53 | 3.3 to 4.30 M |
| 54 | For Side Wall, Roof Slab sides |
| 55 | SQUARE COLUMN |
| 56 | For column Below GL |
| 57 | For column GL 0 to 3.30M |
| 58 | For column ( 3.31m to 4.30m ). |
| 59 | For column ( 4.31m to 5.30m). |
| 60 | For Column (5.31m to 6.30m ) |
| 61 | For Column (6.31m to 7.30m ) |
| 62 | For Column (7.31m to 8.30m ) |
| 63 | For Column (8.31m to 9.30m ) |
| 64 | For Column (9.31m to 10.30m ) |
| 65 | For Column (10.31m to 11.30m ) |
| 66 | For Column (11.30m to 11.31m ) |
| 67 | Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete. |
| 68 | Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm. |
| 69 | Collection and supply of 40mm HBG metal and filling in to the leach pits including cost and conveyance to the siteand all labour charges for filling as per standard specifications |
| 70 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum |
| 71 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by TWAD Board officers. |
| 72 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. |
| 73 | Providing MS Ladder & Hand rails arrangements in 60,000 Lits. Capacity OHT With 12.00m Staging Height. |
| 74 | Providing manhole cover of size 1x1 0.75 X 0.75 M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers |
| 75 | Supply & Delivery of following Pipes and specials for OHT connection |
| 76 | Supply of GI Pipes for OHT Connections 65 mm dia |
| 77 | 65mm Ø GI Elbow |
| 78 | 65mm Ø GI coupling |
| 79 | 65mm Ø GI Flange Set |
| 80 | 65mm Ø GM Gate valve |
| 81 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 82 | Supply and Delivery of 75mm PVC Pipe 6KSC |
| 83 | Laying of PVC rigid pipes with lead of 200m lowering into trench, laying in proper grade, alignment, jointing PVC coupler with specials and tested to the required pressure including conveyance of water upto 1km lead during the testing. |
| 84 | Refilling excavated earth including all cost and Conveyeance of all matrial to site |
| 85 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \\"BB\\" for all works in this package} Please Enable Macros to View BoQ information |
