Rural Development Department has published Providing Drainage Line And Concreting Ambedkar Nagar At Vadgaonshinde Tal Haveli Dist Pune. Submission Date for this Tender is 18-04-2020. Road Work Tenders in PUNE Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work: 34 Providing Drainage line and Concreting Ambedkar nagar at VadgaonShinde Tal Haveli Dist Pune | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | ITEM NO. : 1 Excavation for roadway 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.....(INo2-11 , PgNo 27) ( STATE DSR ) Item Spec: (MORTH 301) & (73.00 + 10% Hilly / Inacc. Area i.e 73.00 + 7.30) | BI01010001010000000000000515BI0100001113 | 38.25 | Cu.Mt. |
| 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 II (Using Screening Type B (11.2 mm) Aggregate)....(INo3-20, PgNo 34) ( STATE DSR ) Item Spec: (MORTH 404) & (RA NO. : 1) | BI01010001010000000000000515BI0100001114 | 42 | Cu.Mt. |
| 3 | 3 | ITEM NO. : 3 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 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 polysu....(INo5-22B NS, PgNo 52) ( STATE DSR ) Item Spec: (As Directed by Engineer In Charge) & (RA NO. : 2) | BI01010001010000000000000515BI0100001115 | 56 | Cu.Mt. |
| 4 | 4 | ITEM NO. : 4 Supplying hard murum/ kankar at the road site, including conveying and stacking complete.....(INo2-29A, PgNo 29) ( STATE DSR ) Item Spec: (MORTH 408) & (RA NO. : 3) | BI01010001010000000000000515BI0100001116 | 56 | Cu.Mt. |
| 5 | 5 | ITEM NO. : 5 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete....(INo2-30 , PgNo 29) ( STATE DSR ) Item Spec: (MORTH 408) & (63.00 + 10% Hilly / Inacc. Area i.e 63.00 + 6.30) | BI01010001010000000000000515BI0100001117 | 56 | Cu.Mt. |
| 6 | 6 | ITEM NO. : 6 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.....(INo2-31 , PgNo 29) ( STATE DSR ) Item Spec: (MORTH 408) & (16.00 + 10% Hilly / Inacc. Area i.e 16.00 + 1.60) | BI01010001010000000000000515BI0100001118 | 280 | Sq.Mt. |
| 7 | 7 | ITEM NO. : 7 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge....(INo6-36 , PgNo 73) ( STATE DSR ) Item Spec: (MORTH 801) & (8078.00 + 10% Hilly / Inacc. Area i.e 8078.00 + 807.80) | BI01010001010000000000000515BI0100001119 | 1 | No. |
| 8 | 8 | ITEM NO. : 1 BASIC TEST OF AGGREGATE. Sieve Analysis.....(INo3-VQC , PgNo 587) ( STATE DSR ) Item Spec: (As per Standard Specification ) & () | BI01010001010000000000000515BI0100001120 | 1 | 1 Test |
| 9 | 9 | ITEM NO. : 2 BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity.Impact Value Crushing Value.....(INo2-VQC , PgNo 587) ( STATE DSR ) Item Spec: (As per Standard Specification ) & () | BI01010001010000000000000515BI0100001121 | 1 | 1 Test |
| 10 | 10 | ITEM NO. : 3 CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).....(INo19-VQC , PgNo 588) ( STATE DSR ) Item Spec: (As per Standard Specification ) & () | BI01010001010000000000000515BI0100001122 | 1 | 1 Test |
| 11 | 11 | ITEM NO. : 4 SOIL / MURUM Sieve Analysis.....(INo29-VQC , PgNo 589) ( STATE DSR ) Item Spec: (As per Standard Specification ) & () | BI01010001010000000000000515BI0100001123 | 1 | 1 Test |
| 12 | 12 | ITEM NO. : 5 SOIL / MURUM Liquid limit & plastic Limit.....(INo30-VQC , PgNo 589) ( STATE DSR ) Item Spec: (As per Standard Specification ) & () | BI01010001010000000000000515BI0100001124 | 2 | 1 Test |
| 13 | 13 | ITEM NO. : 1 Royalty Charges for HARD MURUM. Rate Inclusive of surcharge of 2% (141.34 + 2.82 = 144.16, Say 144.15)....(INo1-A , PgNo 1) ( STATE DSR ) Item Spec: (As Directed By Engineer Incharge) & () | BI01010001010000000000000515BI0100001125 | 59.36 | Cu.Mt. |
| 14 | 14 | Item No.1 :- Excavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum Hard Murum Boulders including removing the excavated material upto a distance of 50 M and lift upto 1.5 M, stacking and spreading as directed. Dewatering, showring and strutting, preparing the bed for the foundation etc. complete. | BI01010001010000000000000515BI0100001126 | 133.708 | Cum |
| 15 | 15 | Item No.2 Excavation for foundation / pipe trenches in soft rock / hard rock and old foundation and lime masonry foundation by blasting including trimming and leveling the bed by blasting wherever required and removing the excavated material upto a distance of 50 M with lift upto 1.5 M stacking as directed dewatering, showring, structing, preparing the bed for the foundation and excluding back filling etc. complete. | BI01010001010000000000000515BI0100001127 | 27 | Cum |
| 16 | 16 | Item No.3 :- Providing murum bedding 15 cm thick with approved excavated materials from foundation, including watering and compaction etc. complete. | BI01010001010000000000000515BI0100001128 | 13.5 | Cum |
| 17 | 17 | Item No.4 :- Providing at site of work ISI standard lengths of N.P-2 Class and required diameter suitable for either collar joints or rubber ring joints including all taxes(central & Local) including inspection charges,transport to departmental stores site,unloading and stacking-300 mm Dia RCC Pipe | BI01010001010000000000000515BI0100001129 | 100 | Rmt |
| 18 | 18 | Item No.5 :- Lowering and laying jointing in proper grade and allignment RCC pipes with collar joints In Cm1:1 proportion or socketed RCC pipes with rubber joints including cost of conveyance from store to site of work cost of jointing material labours giving hydraulic testing etc. complete.-300 mm Dia RCC Pipe | BI01010001010000000000000515BI0100001130 | 100 | RMt |
| 19 | 19 | Item no 6:-Provind and constructing on sewer B.B masonry circular manhole with concreat cone 1.2 M dia.At bottom and 0.5 M dia.At top and upto a death of 2.0 M with 23 cm brick work in CM 1:4 proportion including additional excavation foundation concreat 250 mm thick and launches and chanells in C.C,1:2:4 proportion finishing channels in smooth rendering providing C.I dapuri type steps each weighing 5.5 kgs 1:2:4 coping and providing and fixing approved make and quality S.F.R.C frame and cover of 56 cm dia.etc.completet as directed by Engineer in charge-0.60*0.45*0.90 1.0m depth | BI01010001010000000000000515BI0100001131 | 5 | Nos |
| 20 | 20 | Item no 7:-Filling in plinth and floors/exavated trenches with approved excavated material from foundation 15 cm to 20 cm layers including watering and compaction | BI01010001010000000000000515BI0100001132 | 1.215 | Cum |
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