Rural Development Department has published Providing And Constructing Under-Ground Drainage Scheme For Maruti Wadkar Home To Chhattubai Potanis Farm Nala In Shindewad. Submission Date for this Tender is 17-08-2020. Drainage Tenders in at gp Office Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 15-Aug-2020 | Date Extends | Date | 17-08-2020 |
| Name of Work: Providing and Constructing Under-Ground Drainage Scheme for Maruti Wadkar Home to Chhattubai Potanis Farm Nala In Shindewad At Kasar-Amboli,Tal Mulshi, Dist Pune. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item No. - 1 Excavation for foundation / pipe trenches in Soft Strata ( earth, soil of all types, sand, gravel and soft murum, Hard Murum and Hard Murum and Boulders), including removing the excavated material up to a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding backfilling, etc. complete. | BI01010001010000000000000515BI0100001113 | 65.2 | Cum |
| 2 | 2 | Item No. - 2 Excavation for foundation / pipe trenches in hard Strata (Soft Rock, Old Cement, lime masonary Foundation, asphalt road, Hard rock by controlled blasting and by chiselling , wedging, line drilling by mechanical and other means) including removing the excavated material up to a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding backfilling, etc. complete. | BI01010001010000000000000515BI0100001114 | 97.8 | Cum |
| 3 | 3 | Item No. - 3 Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. | BI01010001010000000000000515BI0100001115 | 20.38 | Cum |
| 4 | 4 | Item No. - 4 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges, Transport to departmental stores / site, unloading and stacking etc. complete.(IS 458-1988) class NP-II Collar Joints With E.D \nFor 300 mm Dia. RCC NP-2 Pipe | BI01010001010000000000000515BI0100001116 | 150 | Cum |
| 5 | 5 | For 250 mm Dia. RCC NP-2 Pipe | BI01010001010000000000000515BI0100001117 | 1 | Cum |
| 6 | 6 | Item No. - 5 Lowering laying and jointing in proper grade and alignment R.C.C. Pipes with collar joinths C.M. (1:1) proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete. for all class of pipes collar joints. With Hydraulic Testing \nFor 300 mm Dia. RCC NP-2 Pipe | BI01010001010000000000000515BI0100001118 | 150 | Cum |
| 7 | 7 | For 250 mm Dia. RCC NP-2 Pipe | BI01010001010000000000000515BI0100001119 | 1 | Cum |
| 8 | 8.1 | Item No. - 6 Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers)providing and constructing B.B. masonry valve chamber wutg 15 cm. thixk 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry In CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge. Size 0.60x0.45x0.90 M. | BI01010001010000000000000515BI0100001120 | 1 | Cum |
| 9 | 8.2 | Item No. - 7 Providing and constructing on sewer, B.B. masonry circular mahhole with concentric cone 1.2 M dia. At bottom and 0.5 M dia. At top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendring, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineer-in-charege.\nb) Depth of Chamber is upto 1.00 M. | BI01010001010000000000000515BI0100001121 | 5 | Cum |
| 10 | 9 | c) Depth of Chamber is upto 1.50 M. | BI01010001010000000000000515BI0100001124 | 3 | Cum |
| 11 | 10 | d) Depth of Chamber is upto 2.00 M. | BI01010001010000000000000515BI0100001125 | 1 | Cum |
| 12 | 11 | e) Depth of Chamber is upto 2.50 M. | BI01010001010000000000000515BI0100001126 | 1 | M.T. |
| 13 | 12 | Item No. - 8 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging. Etc. complete. | BI01010001010000000000000515BI0100001127 | 120.89 | M.T. |
| 14 | 13 | Item No. - 9 Conveying the excavated soil inatcvial balance on site of work as and where directed etc. complete. Up to 3 Km. | BI01010001010000000000000515BI0100001128 | 42.11 | Sqm |
| 15 | 14 | Item No. - 10 Providing and laying in situ Cement Concrete M-15 of trap/ granite /quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) | BI01010001010000000000000515BI0100001129 | 0.2 | Sqm |
| 16 | 15 | Item No. - 11 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge | BI01010001010000000000000515BI0100001130 | 1 | Sqm |
| 17 | 16 | Item No. - 12 Add 12 Percent For G.S.T. Charges | BI01010001010000000000000515BI0100001131 | 1 | Sqm |
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