Council Of Scientific And Industrial Research-CSIR has published Tender For Renovation And Replacement Of Old Damaged M.S. Water Storage Tank With Existing Syntax Tank Along With Providing New 5 Hp Bore Well Near Boiler Shed At Csir- Cimap, Lucknow.. Submission Date for this Tender is 29-01-2024. Tanks and Cylinders Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 22-Jan-2024 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 29-01-2024 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 4 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 5 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 6 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 7 | Applying priming coat: |
| 8 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 9 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 10 | Two or more coats on new work |
| 11 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 12 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 13 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 14 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 15 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 16 | 50 mm dia nominal bore |
| 17 | 80 mm dia nominal bore |
| 18 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 19 | 50 to 80 mm nominal bore |
| 20 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 21 | 50 mm nominal bore |
| 22 | 80 mm nominal bore |
| 23 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : |
| 24 | 50 mm nominal bore |
| 25 | 80 mm nominal bore |
| 26 | Lifting and placing on terrace (at all floor levels) polyethylene water storage tank,(Provided by Department) IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 27 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : |
| 28 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 29 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil |
| 30 | 300 mm dia |
| 31 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. |
| 32 | 150 mm nominal size dia |
| 33 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 34 | 150 mm nominal size dia |
| 35 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 36 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 37 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: |
| 38 | 150 mm dia |
| 39 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. |
| 40 | 50 mm clamp |
| 41 | Supply , assembling, lowering & fixing in vertical positions in bore well 5 HP "KSB" or equivalenrt make submessible pump with startes , 4 sq mm cable up to 90.00 meter "Ashirvad" or erquivalant 65.00 meter rope , 32mm PVC column pipe 42.00 meter , ISIof 15 kg pressure including necessary MS Clamp, bolts nuts of required size complete. |
| 42 | Complete set |
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