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Ca No cwe Bly Ge w 82 Of 2, Bareilly - Tender Details
Explore tender information for Ca No cwe Bly Ge w 82 Of 2 in Bareilly, including eligibility, deadlines, and bid specifics.
Military Engineer Services
Bareilly, Uttar Pradesh, India
NTID 38861103
Opening Date : Wed 5th February, 2025- Closing Date : Wed 29th January, 2025
- ₹ 1933000.00
- NTID 38861103
Ca No.cwe Bly/ Ge (w) /82 Of 2024-25spl Repairs To Road 700m Mtrs At Asri Bareilly Under Ge (west) Bareilly
Key Values: Document Cost: 500.00 | EMD: 38660.00 | Estimated Cost: 1933000.00
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
Costs
-
EMD
38660.00 -
Document Cost
500.00 -
Estimated Cost
1933000.00
BOQ Items Total Items : 15 | Total Qty : 1588.55
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | M&L for repair to potholes any depth, n exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc cutting around edges to atleast 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming(including supply of road metal) complete all as specified and directed. | 5.00 | Per 10 Sqm |
| 2 | M&L for premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. ( Note- (i) Design mix shall be carried out and the cost of testing shall be included in quoted rate. (ii) Aggregates for Bitumnous works shall confirm to clause No 20 B 2.5 of SSR 2009 (Part-I (Specifications) with the following constrants :- Aggregate passing 26.5 mm IS Sieve- 100%, Aggregate passing 13.20 mm IS sieve-60% to 80%, Aggregate passing 4.75mm IS sieve-20% to 30%, Aggregate passing 2.36 mm IS sieve-5% to 10%. (iii) Based on job formula, in case the binder content (i.e. Bitumen)is less than the content specified under these items then a minus adjustment @ 40/- per Kg of bitumen (less consumed ) shall be appllied on the quoted rate of contractor against these items , hence the qouted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula. ) | 14.00 | Cum |
| 3 | M&L for Preparing of black top surfaces by brushing with brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with air pressure through air jet using air compressor to remove all loose dirt etc incl removing mud etc to and applying evenly a tack coat of bituminous primer using paving bitumen (VG-10) at the rate of 5 Kg per 10 Sqm of road surface by sprayer operated hot pressure mechanisum. complete all as specified and directed. | 250.00 | Per 10 Sqm |
| 4 | M&L for bituminous premix asphaltic semidense concrete 30mm consolidated thickness with 5.5% binder content of paving bitumen (VG-30 grade) by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and premixed material, laid with mechanical paver finished including rolling to required camber and gradientvcomplete with 8 to 10 Tonne power roller to required compaction complete all as specified and directed. (Note: (i) Design mix for SDAC shall be carried out and the cost of testing shall be included in quoted rate. (ii) Aggragates for Bituminous works shall confirm to clause No 20B 2.5 of SSR, 2009 Part-I (Specifications) with the following constraints:- Aggregate passing 13.2 mmIS Seive- 100%, Aggregate Passing 5.60mm IS Seive- 40% to 50%, Aggregate passing 2.8mm IS Seive- 30% to 35%, (iii) Based on job formula , in case the binder content (i.e. Bitumen)is less than the content specified under these items then a minus adjustment @ 40/- per Kg of bitumen (less consumed ) shall be appllied on the quoted rate of contractor against these items , hence the qouted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula). | 250.00 | Per 10 Sqm |
| 5 | S & F in replacement for USA brand marker (CAT EYE) body made of carbonate with electronically prismatic ratro reflecting lines on both side for maximum ratro reflecting in wet & dry condition with adhesive/ epoxy for road indicator 3M marker series 290 of standard size complete all as specified and directed. | 50.00 | Each |
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