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NTID 42723495
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Inquiry NowCorrigendum Special Repair T in NASIRABAD - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Special Repair T" in NASIRABAD, India.
- Opening Date : Wed 3rd December, 2025
- Closing Date : Mon 1st December, 2025
- ₹ 0.00
- NTID 42723495
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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85900.00 -
Document Cost
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Refer Documents
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum |
BOQ Items Total Items : 35 | Total Qty : 12414.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Taking down existing unserviceable treatment of any description including cement plaster/ cement concrete of any thickness from roof surface cleaning of roof surfaces and preparing it for further treatment and removing rubbish from the site up to 50 mtrs complete all as specified and directed. | 3100.00 | Sqm |
| 2 | M & L for water proofing treatment to roof surfaces with APP modified membrane with non woven polyster reinforced, thickness of membrane not less than 3mm thick having thermal insulation with white mineral/gravel finish on upper side of membrane uniformly embedded during manufacturing process laid in following sequence complete all as specified and directed. (a) Applying 10 mm thick plaster in CM 1:4 mixed with and incl water proofing compound @3% by weight of cement on cleaned roof surface. After properly curing of the plaster, the roof will be tested for water tightening by ponding with water for 7 days for any seepage / leakage etc if any seepage is observed the recification will be carried out by pressure grouting under the pressure of 5 Kg/Sqm using cement based cement grout. After the roof surface is repaired the slab/roof will be again tested for water tightness against before processing further treatment. (b) Properly cleaning and drying of the plastered roof surfaces, parapets, gutters, drain mouths, etc for all foreign matters such as fungus, moss, dust, etc by wire brushing and dusting. Proper grooves shall be cut around CI drain outlets /pipes /chimney pipes and other similar situations to tuck in the treatment. (c) Applying a coat of bituminous primer conforming to IS 3384-1965 @ 0.3 Kg/Sqm on the prepared surface till the surface is properly impregnated. Cont.... Item No 2.01 | 3100.00 | Sqm |
| 3 | (d) Laying APP modified water proofing membrane with 100mm overlap in longitudinal direction and 100mm overlap in transverse direction sealed and bounded to the surface by torch/bitumen application method directed by engineer in charge. (e) All joints and changes in direction should be curved with cement mortar 1:3 with SBR latex @ 200ml per bag of cement and cured well before laying the membrane. A fillet of PCC 1:2:4 type BO using 12.5mm graded stone aggregates shall be provided at all junctions of vertical and horizontal surfaces and wherever there is change of direction. (f) Topping will be done with 40mm thick (average consolidated thickness) PCC (1:2:4) type B-0 using 12.5 mm graded stone aggregate laid in slope as in padding, finished even and smooth on existing slope including provision of 'V' shaped groove 6mm wide and 10mm deep at 1.20 metre interval or parts thereof, both ways on top of PCC padding and filled with mastic bitumen of (1:1) proportion complete all as specified and directed. NOTE :- (i) Work of water proofing treatment shall be carried out by the authorised applicator of the manufacture. Necessary documentary evidence in support of the authorised applicatior will be submitted to GE before the commencement of water proofing work. (ii) The quoted rates is deemed to include for the cost of scaffolding, T &P, etc required for execution of the work. | ||
| 4 | Demolition of stone/brick masonry built in cement or cement lime mortar as in portion ordered and directed. | 4.00 | Cum |
| 5 | M&L for Random Rubble stone walling uncourses, built in CM (1:6) complete all as specified and directed. | 3.00 | Cum |
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