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Tender Value
₹59.1 L
EMD Value
₹1.2 L
Closing Date
29 Aug 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_321058_6
e-NIT No 62 of 2026-27 Dated 14-08-2026
Open Tender
Civil Works
Percentage
180 days
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹1,600
Sub Treasurey Mendhar
₹1.2 L
29 Aug 2026
14 Aug 2026
31 Aug 2026
14 Aug 2026
29 Aug 2026
14 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Crated wall Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | 207 | Cum | 256.85 | ₹53,167.95 |
| 2 | Providing and making Gablon structure with Mechanically Woven Double Twisted Hexagonal Shaped wire mesh Gablon Boxes as per IS 16014:2012, MORTH Clause 2500, of requlred size, Mesh Type 10x12(D=100mm with tolerance of+2%) Zinc coated as per drawing all complete as per direction of Engineer-in-Charge. | 718 | Cum | 3,093 | ₹22,20,774 |
| 3 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.600 mm dia. R.C.C. pipe (laying by manual/mechanical means). | 7.5 | RMT | 2,415.8 | ₹18,118.5 |
| 4 | Carriage of material stone avg lead 5 km by MT. | 720 | Cum | 236.16 | ₹1,70,035.2 |
| 5 | Crated wall Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | 248.4 | Cum | 256.85 | ₹63,801.54 |
| 6 | Providing and making Gablon structure with Mechanically Woven Double Twisted Hexagonal Shaped wire mesh Gablon Boxes as per IS 16014:2012, MORTH Clause 2500, of requlred size, Mesh Type 10x12(D=100mm with tolerance of+2%) Zinc coated as per drawing all complete as per direction of Engineer-in-Charge. | 648 | Cum | 3,093 | ₹20,04,264 |
| 7 | Dumping of stone including cost of stones in horizontal level. | 32.4 | sqm | 937.9 | ₹30,387.96 |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 32.4 | Cum | 218.4 | ₹7,076.16 |
| 9 | Carriage of material stone avg lead 5 km by MT. | 680.4 | Cum | 236.16 | ₹1,60,683.26 |
| 10 | R/Wall Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:: All kinds of soil : | 280 | Cum | 479.3 | ₹1,34,204 |
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