Replacement Of Pipeline At Kuanthal Block Deogarh In Summer Contigency
Tender Overview
Project Description
Replacement Of Pipeline At Kuanthal Block Deogarh In Summer Contigency
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-May-2020 | date exten | Date | 13-May-2020 |
BOQ
| Name of Work: REPLACEMENT OF PIPELINE AT KUANTHAL BLOCK DEOGARH IN SUMMER CONTIGENCY | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PIPELINE WORK | 1 | ||
| 2 | 2 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. | 2 | ||
| 3 | 3 | 100 mm Dia. DI Pipe K-7 | 3 | 430 | P. Mtr |
| 4 | 4 | Providing and fixing soft seated gate valve of DI D/F ( class PN 1.0 soft seated) resilient seated soft sealing gate valves (sluice valve) with body bonnet of ductile iron of grade GGG 50/SG 500/07 or equivalent grade as per IS:3896 - part-II-1985 and subsequent revision, wedge fully rubber lined with EPDM and seals of NBR and the valce should be of vacuum tight and 100% leak proof with face to face dimensions as per BSS 5163-89/ISI 4846-200/DIN3202 F4 or eqivalent, including cost of jionting material. All the valves should be with electrostatic powder coating both inside and out side pocket less body passage, flanges should be drilled as per IS:1538 or as per specifications. | 4 | ||
| 5 | 5 | 100 mm | 5 | 4 | Each |
| 6 | 6 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottons, lift upto 1.5 mt. including taking the excavated soil and depositing the refilling of Jhiri with watering and ramming and disposal of surplus excavated soil. | 6 | ||
| 7 | 7 | All kind of soil. | 7 | 201.67 | /Cum |
| 8 | 8 | Excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 mtr. including taking out the excavated soil and depositing and refilling of Jhiri, with watering and ramming and disposals of surplus excavated | 8 | ||
| 9 | 9 | Ordinary rock | 9 | 72.025 | /Cum |
| 10 | 10 | Hard rock (Blasting Prohibited) (Usefull material 30 %) | 10 | 14.405 | /Cum |
| 11 | 11 | Recovery for useful material | 11 | 4.3215 | /Cum |
| 12 | 12 | Demolishing of cement concrete road including disposal of material with in 50 mtr lead.(1:3:6 mix). | 12 | 20.25 | /Cum |
| 13 | 13 | Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering.All work up to plinth level using crusher broken aggregate. M-15 grade nominal mix (With graded stone 20mm nomtnal size). | 13 | 20.25 | /Cum |
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Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
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CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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