Greater Hyderabad Municipal Corporation-GHMC has published Providing Of Sewer Line For Bot Toilet At Pillar No.15, Military Wall Side In Mehdipatnam-70, Ward-12, Circle-12, Kz, Ghmc (Item No.01). Submission Date for this Tender is 22-12-2020. Sewerage Construction Tenders in HYDERABAD Telangana. Bidders can get complete Tender details and download the document.
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | o | - | 17.10 | 1Cum | 171.00 | 2924.00 |
| Carting the excavated earth to a lead of 10 KMS including Labour chargess for loading and unlosding, Transportation etc. complete as per specification | ||||||
| 2 | o | - | 8.55 | 1Cum | 5382.75 | 46023.00 |
| Supply and placing of the M-30 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 400Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete, centering and vibrating, curing and finishing etc. excluding centering charges complete, for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads. | ||||||
| 3 | o | - | 2.85 | 1Cum | 4482.75 | 12776.00 |
| Supply and placing of the M-10 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 220Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete, centering and vibrating, curing and finishing etc. excluding centering charges complete, for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads. | ||||||
| 4 | o | - | 32.52 | 1Cum | 32.20 | 1047.00 |
| Filling with Excavated Earth (Ordinary Soil) including cost and conveyance of all labour charges etc., complete for finished item of work. | ||||||
| 5 | o | - | 7.00 | 1Nos | 2640.00 | 18480.00 |
| Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable. H.D.-35 with 560mm diaclear opening. | ||||||
| 6 | o | - | 7.00 | 1Nos | 9466.26 | 66264.00 |
| Constructon of 0.90mt circular sewer man hole of 0.90 mts depth with cement bricks of size (flyash cement blocks of size 225X100X60mm with compressive strength of 75kg/ sqm IS:12894- 1990 class -V ) in cm 1:3 prop for vartical and corbelling portion including cc bed ( 1: 4 : 8 ) prop using 40 mm gauge HG Metal 0.15mt thick and cc benching of 0.15mt thick and chanelling with cm 1:2.5:5 prop with internal plastreng 20 mm thick (cm 1:3 prop) and external plasterng 12mm thick ( cm 1:3prop) with fine rendering including fixing charges of FC/ CI cover and frame but excluding cost of cover and frame and including the cost and fixing charges of CI steps, including the cost and conveyance of all materials at site complete and curing for 21 days complete all taxes seignarage charges as per specification etc complete. | ||||||
| 7 | o | - | 95.00 | 1Rmt | 712.00 | 67640.00 |
| Supplying, laying, jointing and testing 152.4 mm SWG SP-1 pipes of ISI make conforming to ISI 651 & 4127 with airtight cement joints in CM 1.5:1 prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) up to 1524 mm(5\0") depth and refilling with watering and tamping. | ||||||
| 8 | o | - | 34.20 | 1Cum | 226.80 | 7757.00 |
| Earth work excavation for foundations and depositing on bank for all lifts with an initial lead of 10m including all operational ,incidental, labour charges such as shoring, sheeting ,planking ,strutting etc complete for finished item. excluding dewatering charges etc. as per SS-20B (APSS 308) | ||||||
| 9 | o | - | 11.40 | 1Cum | 653.80 | 7453.00 |
| Dismantling of existing structures like concrete, grade M15 and above including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and initial lead (By Mechanical means in Cement concrete grade M-15 & M-20) | ||||||
| 10 | o | - | 5.70 | 1Cum | 1094.00 | 6236.00 |
| Cutting open B.T. road surface including stacking of excavated materials including hire charges of all tools and plants and all labour charges for finished item of work as directed by the Engineer - in - Charge. |
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