Directorate Of Municipal Administration-DMA has published Construction Of Internal Cc Roads And Drains Along Bank Colony To Nh 52 Road At Osmanabad. Submission Date for this Tender is 15-02-2021. RCC Road Tenders in Osmanabad Maharashtra. Bidders can get complete Tender details and download the document.
Name of Work:- Construction of Internal C.C. Roads & Drains Along Bank Colony to NH 52 Road At Osmanabad. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Item No.1 :Excavation for road way in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.\nAdd.Spec: MORTH 301 | BI01010001010000000000000515BI0100001110 | 648.9 | Cu.M |
2 | 2 | Item No.2 :Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) Add.Spec: MORTH 404 | BI01010001010000000000000515BI0100001111 | 216.31 | Cu.M |
3 | 3 | Item No.3 :Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) Add.Spec: MORTH 404 | BI01010001010000000000000515BI0100001112 | 108.14 | Cu.M |
4 | 4 | Item No.4 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Add.Spec: Bd.A.1 Page No. 259 | BI01010001010000000000000515BI0100001113 | 3404.2 | Cu.M |
5 | 5 | Item No.5 :Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with NON SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Add.Spec: Bd. E. 1 Page No. 287 | BI01010001010000000000000515BI0100001114 | 530.52 | Cu.M |
6 | 6 | Item No.6 :Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with NON SCADA Add.Spec: CD 8 Page 163 | BI01010001010000000000000515BI0100001115 | 934.4 | Cu.M |
7 | 7 | Item No.7 :Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with NON SCADA with fine agreegates of required specifications ( VSI sand finely washed etc ), cement 6.40 bags/cumt) Add.Spec: CD.15 Page.No. 168 and B.7.Page No. 38 | BI01010001010000000000000515BI0100001116 | 239.69 | Cu.M |
8 | 8 | Item No.8 :Providing and laying in situ cement concrete M -30 with tremix treatment for 300 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( VSI grade finely washed crushed sand) etc. complete Add.Spec: MORTH 602 | BI01010001010000000000000515BI0100001117 | 288.4 | Cu.M |
9 | 9 | Item No.9 :Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. Add.Spec: RD | BI01010001010000000000000515BI0100001118 | 615 | No. |
10 | 10 | Item No.10 :Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and PVC pipe of 32 mm dia wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. Add.Spec: RD | BI01010001010000000000000515BI0100001119 | 42 | No. |
11 | 11 | Item No.11 :Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. Add.Spec: RD | BI01010001010000000000000515BI0100001120 | 1442 | Sq.M |
12 | 12 | Item No.12 :Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. Add.Spec: BR.35 Page No. 134 | BI01010001010000000000000515BI0100001121 | 45.18 | M.T |
13 | 13 | Item No.13 : Transportation Charges For Excavated Material As Directed By Engineer In Charge | BI01010001010000000000000515BI0100001122 | 4053.1 | Cu.M |
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