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| 1 | 1.CONSTRUCTION OF 30000 LITRES CAPACITY OHT (12m STAGGING) @ PERIYABETTIGANAPALLI H/O THUPPUGANAPALLI.ESTIMATE AMOUNT.Rs:-27.00 Lakhs. |
| 2 | 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 Departmental officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart |
| 3 | First depth of 2m |
| 4 | Second depth of 1m |
| 5 | 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. |
| 6 | 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 Departmental officers. |
| 7 | 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 Departmental officers |
| 8 | For items 1.5m to 4.5m below GL |
| 9 | For items 0 to 1.50m below GL |
| 10 | For items 0m to 4.5m above GL |
| 11 | For items 4.51m to 7.32m above GL |
| 12 | For items 7.32m to 10.98m above GL |
| 13 | For items 10.98m to 14.64m above GL |
| 14 | For items above 14.64m & up to 18.30m from GL |
| 15 | 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 |
| 16 | PLANE SURFACES |
| 17 | Below G.L. |
| 18 | ABOVE G.L. to 3.30m |
| 19 | 5.30m . to 6.30m |
| 20 | 8.30m . to 9.30m |
| 21 | 11.31m to 12.30m |
| 22 | Curved Surface |
| 23 | 0 to 3.30m from floor level |
| 24 | Square column |
| 25 | Below G.L. |
| 26 | Ground level to 3.30 m |
| 27 | 3.31 to 4.30m |
| 28 | 4.31 to 5.30m |
| 29 | 5.31 to 6.30m |
| 30 | 6.31 to 7.30m |
| 31 | 7.31 to 8.30m |
| 32 | 8.31 to 9.30m |
| 33 | 9.31 to 10.30m |
| 34 | 10.31 to 11.30m |
| 35 | 11.31 to 12.30m |
| 36 | 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. |
| 37 | 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 Departmental officers. |
| 38 | Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm c |
| 39 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cu |
| 40 | Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by Departmental officers |
| 41 | Providing cut stone slab in CM 1:3 and as directed by Departmental officers |
| 42 | Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixed with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers |
| 43 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications |
| 44 | Provision for pipe connection arrangements |
| 45 | 65mm Ø GI pipes for over flow & 1xl |
| 46 | 65mm Ø GI pipes for over flow & 1xl |
| 47 | 50mm Ø GI pipes for scour pipe 1xl |
| 48 | 65mm Ø GI pipe for delivery 1x1 pipe |
| 49 | 90mm Ø PVC Threaded coupler |
| 50 | 65 mm Ø PVC threaded coupler |
| 51 | 65mm Ø GI Tee |
| 52 | 65mm Ø GI 90degree Bend |
| 53 | 65mm Ø GI coupler |
| 54 | 65mm Ø GI union |
| 55 | 65mm Ø GI Elbow |
| 56 | 65x50mm Ø GI Reducer |
| 57 | 75mmx 63mm PVC Reducer |
| 58 | 75mm PVC Threaded coupler |
| 59 | 75x90 PVC Reducer |
| 60 | 75x63 PVC Reducer |
| 61 | 65mm Ø GM Gate valve |
| 62 | 50mm Ø GM gate valve |
| 63 | 50mm Ø GI coupler |
| 64 | Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers. |
| 65 | Provision for Soak pit as per sub estimate |
| 66 | Provision for Writing Name Board Charges |
| 67 | Provision For Photo Charges |
| 68 | Providing Bore Well Arrangements (Sub Estimate) |
| 69 | Geophysical investigation charges including preparation of Geophysical survey reports etc., all complete |
| 70 | Drilling of 150mm dia borewell in hard rock area including development charges and labour charges for errection of casing pipes in over burdern soil etc., all complete |
| 71 | 150mm casing pipe (CS) with excise duty up to 80m |
| 72 | Drilling of 150mm Dia Bore Well Over Hard Rock Areas |
| 73 | Upto 150m Below Ground Level |
| 74 | From 151m Upto 180m |
| 75 | From 181m upto 210m |
| 76 | From 211m upto 240m |
| 77 | From 241m upto 270m |
| 78 | From 271m upto 300m |
| 79 | Cost of 50lpm x225m Sub motor , Sub merisible motor |
| 80 | Cost of 7.5HP panel board Three phase |
| 81 | Labour charges for errection of 7.50 HP Submersible pumpset with GI pipes in the deep borewell including connection of Submersible cable etc., all complete |
| 82 | Supply and delivery of following GI/PVC pipes and specials as per relevant ISI specification for the scheme |
| 83 | 50 mm GI Pipe Medium inside Bore Well |
| 84 | 50mm GI Coupling |
| 85 | Cost of 4 sq.mm.flat type copper - - cable - PVC insulated and sheathed 3 core flat type copper cable confirming to IS 694/1990 |
| 86 | Borewell cover MS flat size 1cmx3mm |
| 87 | MS clampset |
| 88 | 50mm GI bend |
| 89 | 50mm Flangeset |
| 90 | 50mm GI Hex Nipple |
| 91 | 50mm GM NRV |
| 92 | Wooden Board |
| 93 | 100 Amps porcelain fuse unit 500V |
| 94 | Construction of KIOSK With Pedestral |
| 95 | Construction of Bore Protection Wall |
| 96 | Service wirePVC insulated single core multi strand fire retardant flexible copper cable with ISI mark confirming to IS 694/1990 84/0.3(6sq mm ) |
| 97 | EB Deposit |
| 98 | Providing Pumping Line (As Per Sub Estimate) |
| 99 | Earth work excavation for foundation in all class of soils except hard rock requiring blasting including cost and conveyance of all etc.,complete. |
| 100 | Refilling in Foundation and basement with excavated earth in layer of not more than 15cm thick |
| 101 | Towards Supply,cost,laying of GI/PVC Pipes & Specials and Electicals items including all cost and conveyance etc..all complete |
| 102 | 75mm 6KSC PVC Pipe |
| 103 | 75mm 6KSC PVC Pipe Laying and Jointing |
| 104 | 75mm PVC Elbow |
| 105 | 75mm PVC Tee |
| 106 | 75mm PVC End Cap |
| 107 | 75mm PVC Ball Valve |
| 108 | Providing Distribution Line (As Per Sub Estimate) |
| 109 | Earth work excavation for foundation in all class of soils except hard rock requiring blasting including cost and conveyance of all etc.,complete. |
| 110 | Refilling in Foundation and basement with excavated earth in layer of not more than 15cm thick |
| 111 | Towards Supply,cost,laying of GI/PVC Pipes & Specials and Electicals items including all cost and conveyance etc..all complete |
| 112 | 63mm 6KSC PVC Pipe |
| 113 | 63mm 6KSC PVC Pipe Laying and Jointing |
| 114 | 63mm PVC Elbow |
| 115 | 63mm PVC Tee |
| 116 | 63mm PVC End Cap |
| 117 | 63mm PVC Ball Valve |
| 118 | Provision For Chlorinator as per Sub Estimate |
| 119 | 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}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) Please Enable Macros to View BoQ information |
