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Construction Of Earthan Nala Bund (Mnb) At. Bodwad Block No.1,2,3. Nala Deepening At. Bodwad Block No.1 To 5. Tq. Sillod Dist. Aurangabad, Bodwad Tal Sillod,Dist. Aurangabad-Maharashtra

Department Of Agriculture-DOA has published Construction Of Earthan Nala Bund (Mnb) At. Bodwad Block No.1,2,3. Nala Deepening At. Bodwad Block No.1 To 5. Tq. Sillod Dist. Aurangabad. Submission Date for this Tender is 29-01-2021. Dam Work Tenders in Bodwad Tal Sillod,Dist. Aurangabad Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

26668320
Construction Of Earthan Nala Bund (Mnb) At. Bodwad Block No.1,2,3. Nala Deepening At. Bodwad Block No.1 To 5. Tq. Sillod Dist. Aurangabad
Open Tender
Indian
Maharashtra
Bodwad Tal Sillod,Dist. Aurangabad
29-01-2021

Tender Details

Construction of Earthan Nala Bund (MNB) At. Bodwad Block No.1,2,3. Nala Deepening At. Bodwad Block No.1 To 5. TQ. Sillod Dist. Aurangabad

Key Value

Document Fees
INR 590 /-
EMD
INR 5832.0 /-
Tender Value
INR 5.83 Lakhs /-

BOQ Items

Name of Work: Construction of Earthan Nala Bund (MNB) At. Bodwad Block No.1,2,3. Nala Deepening At. Bodwad Block No.1 To 5. TQ. Sillod Dist. Aurangabad
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Item No:-1 Excavation in all Kinds of soil, soft murum including boulders upto 0.6 m. Diameter (0.113Cum) for canal,seating of embankment, filter drains/catch water drains etc, and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinary, labour, dressing bed and sides to required level and profile etc., complete with lead upto 15 m and 6 m. lift. BI01010001010000000000000515BI0100001112 177.85 Cum
2 2 Item- No:-2 Excavatin in Hard Murum including boulders up to 0.6 m. Diameter (0.113cum) for canal seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinary, labour, dressing bed and sides to required level and profile etc., complete with lead upto 15 m and 6 m. lift. BI01010001010000000000000515BI0100001113 491.55 Cum
3 3 Item No:-3 Excavatin in Soft Rock without blasting, including boulders up to 0.6 m. Diameter (0.113cum) for canal seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinary, labour, dressing bed and sides to required level and profile etc., complete with lead upto 15 m and 6 m. lift. 456.72 Cum
4 4 ( 1.2 A ) Additional lead charges for Excavation by machinary ( per cum )1) 15 m to 250 m. 128.8 Cum
5 5 ( 1.2 A ) Additional lead charges for Excavation by machinary ( per cum )2 ) 15 m to 250 m.. 352.8 Cum
6 6 ( 1.2 A ) Additional lead charges for Excavation by machinary ( per cum )3) 15 m to 250 m. 284.5 Cum
7 7 Item No: 9 Providing Cutt off trench filling using selected impervious soil directly available from material of excavation including cost of all materials, of machinery, labour, all other operations such as collection of soil, spreding breaking clods, levelling, selecting edges / sides, watering, compacting each layer to density contreol of not less than 95 percent or as stipulated using power roller etc. completed with lead upto 1 km for water and 6 m lift. 1637 Cum
8 8 Item No.11 Providing casing embankment using selected pervious material available dorectly from excavation in layers including cost of all materials, machinary, labour, all other operations sush as collection of material, spreding material in layer of specified thicknedd, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to 1 km and all lifts as directed. 1390.09 Cum
9 9 Item No.Part-10 statement-II Lead charges statement for materials of Excavated Rock, Rubble Transport 10 km. 76.59 Cum
10 10 Item No.16 Providing and constructing 230 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc. , complete with lead up to 50 m and lifts as directed. 533.01 Cum
11 11 Item No:- Excavation in all Kinds of soil, soft murum including boulders upto 0.6 m. Diameter (0.113Cum) for canal,seating of embankment, filter drains/catch water drains etc, and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinary, labour, dressing bed and sides to required level and profile etc., complete with lead upto 15 m and 6 m. lift. 8251.74 Cum
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