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Tender Value
₹30.4 L
EMD Value
₹31,000
Closing Date
14 May 2026, 6:00 pmClosed
Executive Engineer, Damanganga Project Division No.1, Madhuban Colony.
Replacement of Rubble Pitching on the Upstream (U/S) Slopes of the Saddle Dam & Bank Protection Work at Box Culvert of Madhuban Dam of Damanganga Reservoir Project..( Second Time).
301298
01 of 2026-2027
Open
Civil - All
Dadra and Nagar Haveli
6 documents required · 5 mandatory · 1 optional
₹1,500
Executive Engineer, Damanganga Project Div. No. 1, Madhuban Colony”
₹31,000
4 May 2026
4 May 2026
4 May 2026
14 May 2026
4 May 2026
Sr. No. Quantity Unit Rate Amount
(with brief specification and reference to book of specifications)
Item No.1 Dismentalling the existing 45 Cm thickness Rip rap rubble pitching of upstream
slope of dam Without damaging the Filter backing and stacking the dismentalled
materials & Extra Labour Charges For stacking The useful materials at Site as 1800.000 Sqmt 144.78
and where directed including cleaning the slope for all leads and lifts.
Item No.2 Dismentalling the existing brick masonry including sorting out and stacking the
useful materials and removing the debries and making good the damage etc. 23.40 Cum. 757.40
complete as directed.
Item No.3 Dismentalling the existing foundation concrete including disposing the
dismentalled stuff including sorting out and stacking the useful materials and
removing the debries and making good the damage etc. complete as directed. 6.50 Cum. 1165.20
Item No.4 Excavation in all sorts of soil and soft murum for trenches and pits including
disposing off the excavated materials as and where directed within lead of
meter and all lifts etc.complete.
Item No.5 Labour Charges for laying Rip-rap pitching on upstream slope of dam including
hand packing, trimming of slope etc. complete with all leads and lifts for following 1080.00 Sqmt 131.22
thickness.(a) For 45 cm thickness
Item No.6 Providing and laying rubble rip rap on upstream slope of dam including hand
packing, trimming of slope etc. complete with all leads and lifts for following
thickness. 960.00 Sqmt 470.60
6(B) For 45 cm thickness
Item No.7 Conveyance of unusable rubble stone / boulder generated from upstream and
downstream slopes to the approved disposal site within 1.0 km lead by tractor-
trolley, including mechanical loading by hydraulic excavator / loader, unloading 324.00 Cum. 73.70
at disposal site, incidental handling, fuel, operator, labour, supervision, and all
other charges complete as directed.
Item No.8 Providing and laying Plain/Reinforced cement concrete of cement, sand and metal
(above 12mm & upto 20mm size) in following proportion laid in situ including
centering,shuttering, temping, smooth finishing, curing etc. complete as directed
for all leads and lifts(Manually With Conventional Mixer) 43.60 Cum. 4057.90
Item No.9 Provide, supplying & laying Precast Concrete Drain Of Inner Size of 300 X
mm, Before laying drain, provide bedding layer of Mortar of 1:3 proportion of
uniform depth of 20 cm & Filling The joints between the 2 drain including 311.20 Rmt 1771.20
Transportation, Loading-unloading of Drain & etc. all Compelete as per direction
Of Engineer-In-Charge.
Item No.10 Supplying & Laying trap Rubble Stone 1 to 1.5 tone in weight for toe & core
filling including conveying and stacking to required line, level, slope section
including all leads & lifts conveying materials from stacks and laying etc. 125.00 Cum 1345.59
completely.
Item No.11 Supplying and laying mechanically woven double twisated Hexagonal Zn+ PVC
coated box wire mesh gabions Size 1m x 1m x 0.50m filled with 15 to 40 kg. trap
rubble stone (approximate 0.75) tone with mesh size 10x12 cm including packing,
interlocking of stones & fusing top of gabion & tying to each other & laying to the 90.00 No. 1779.00
required line, level slope with all leads & lifts as directed etc. comp. (Considering
lead of 45 km for rubble materials)
Item No.12 Providing and laying dry rubble pitching of various thickness to required grade
including trimming of earth work , hand packing the interstices with spauls,
filling earth in interstices panneling complete for all leads and lifts.(a) 300mm 460.00 Sqmt 455.50
thick Rubble stone pitching.
Sign Of The Contractor Sign Of The Executive Engineer
Description of Item
Sr. No. Quantity Unit Rate Amount
(with brief specification and reference to book of specifications)
Item No.13 Providing and laying pucca rubble pitching laid in cement mortar 1:4 proportion
with the surface pointed with cement mortar of 1:3 proportion for following
thickness including curing etc. complete for all leads & lifts. 534.00 Sqmt 1620.40
(b) 30 cm thickness.
In Words (Rs. Thirty Lac Fourty Thousand One Hundred Fifty Nine and Paise Ninteen Only) Total Rs.=
(A) Percentage Rate Tender (Upto INR 50Cr.)
I/We am/are willing to carry out the work at _____________ % above/below percent(Should be written in figures and words) of the
estimated rate mentioned above. Amount of my /our tender works out as under.
Estimate Amount Estimate Amount
put to tender Rs.3040159.19 put to tender Rs.3040159.19
Deduct___________ % below Add___________ % Above
( If any) ______%
Net ( in Figure)___________ Net
( In words) ________________ ( In words) ________________
1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra
payment shall be made.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills
Deputy Executive Engineer Divisional Accountant Executive Engineer
Damanganga Dam & Reha Sub Dn. Damanganga Project Div No.1 Damanganga Project Div No.1
Madhuban Colony Madhuban colony Madhuban colony
Sign Of The Contractor Sign Of The Executive Engineer
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BOQ Saddle Dam Pitching.pdf
Final SBD Saddle Dam Pitching.pdf
Specification Saddle Dam Pitching.pdf
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