Tender For Construction Of Cement Nalla Bandh At Aaki Tq. Chikhaldara Dist Amravati
Tender Value
10.62 Lakhs
Estimated cost
Bid Submission
12 Aug 2026
4 days left
EMD
11000
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Amravati → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Cement Nalla Bandh At Aaki Tq. Chikhaldara Dist Amravati
BOQ
| Sl. No. | Item Description |
| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: District Water Conservation officer ZPMI Division Amravati Name of Work: :- Construction of Cement Nalla Bandh At Aaki Tq. Chikhaldara Dist Amravati Contract No: Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. eeid Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Item No 1:-Cleaning Grass and Removal of Rubbish upto a distance of 15.0m outside the Periphery of the area as directed etc complete as directed by Engineer-In-Charge |
| 3 | Item No 2:-Excavation in all kind of soil / silt /sand ,including boulders upto 0.60m dia (0.113 cum) for canal, seating of embankment, filter drain / 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 , machinery, labour, dressing bed and sides to required level and profile etc complete lead upto 15.0m and all lift as directed by Engineer-In-Charge A) For Foundation |
| 4 | B) For Nalla Deepening |
| 5 | Item No 3:-Excavation in Hard Murum including boulders upto 0.60m dia (0.113 cum) miniimizing damage to side slopes of excavation in water prisam area by adopting any one or combination of line drilling / pre-splitting / smooth blasing techniques and placing the excavated rock neatly in approved dump area including cost of all materials , machinery, labour, dressing bed and sides to required level and profile etc complete lead upto 15.0m and all lift as directed by Engineer-In-Charge A) For Foundation |
| 6 | B) For Nalla Deepening |
| 7 | Item No 4:-Excavation in Soft Rock including boulders upto 0.60m dia (0.113 cum) miniimizing damage to side slopes of excavation in water prisam area by adopting any one or combination of line drilling / pre-splitting / smooth blasing techniques and placing the excavated rock neatly in approved dump area including cost of all materials , machinery, labour, dressing bed and sides to required level and profile etc complete lead upto 15.0m and all lift as directed by Engineer-In-Charge A) For Foundation |
| 8 | B) For Nalla Deepening |
| 9 | Item No 5:-Excavation in Hard Rock by blasting including boulders upto 0.60m dia (0.113 cum) miniimizing damage to side slopes of excavation in water prisam area by adopting any one or combination of line drilling / pre-splitting / smooth blasing techniques and placing the excavated rock neatly in approved dump area including cost of all materials , machinery, labour, dressing bed and sides to required level and profile etc complete lead upto 15.0m and all lift as directed by Engineer-In-Charge A) For Foundation |
| 10 | Item No 6 :-Providing and fixing anchor bar of 25mm dia. 3.375 m length with resin bond cement capsule anchorage through adit/ itself including drilling holes , inserting grout capsule, driving anchor , cost of all materials, machinery, labour, ventilation, lighting drainage and other ancillary operations etc complete with all lead and lifts as directed by Engineer-In-Charge |
| 11 | Item No 7 :-Providing and Laying in situ cement concrete of grade M-15 of trap /granite /gneiss /quatizite / graded metal for PCC with or without surface reinforcement / RCC concreting requireing heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls , piers, abutment etc with concrete mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1.0 km and all lifts etc complete as directed by Engineer-In-Charge |
| 12 | Item No 8:- Providing and fixing in position TMT fe-500 bar reinforcement of various diameters for RCC pile caps, footing, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis , copings, fins, arches etc as per detailed designes, drawings, and schedules. Including cuttings, bending, hooking the bars binding with wires or tack welding and supporting as required etc complete as directed by Engineer-In-Charge |
| 13 | Item No 9 :- Back filling upto ground level behind the canal structures etc complete with suitable material of approved quality in layers not exceeding 20.0 cm without disturbing the structure etc complete as directed by Engineer-In-Charge |
| 14 | Item No 10:- Providing and fixing information board of size 1.2x0.75 m Prepared on 16 guage ( 1.6 mm) thick steel sheet painted with one coat of zinc chromate stoving primer and two coat green back ground while border / messages symboles etc and back side in grey stove enamel paint including M.S. angle iron post of size 35 mm x 35mm x3 mm and two MS angle iron post of size 50 mm x 50 mm x5 mm 3.65 m long properly cross braced with angle iron of size 50 mm x50mmx5 mm duly painted with including G.I. fixtures etc and fixing the board in 1:4:8 concrete block of size 60 cm x 60cm x75 cm including transporation etc complete. The nut bolts of board with angle iron post / supporting structure after fixing at site has to be electrically welded, retroreflective sheeting should be with five years writen warrently from the etc complete Total in Figures 860591.0 860591.0 INR Eight Lakh Sixty Thousand Five Hundred & Ninety One Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender