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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance BHOJUCHACK MALICHACK DIST GODDA | GODDA | JHARKHAND | 813206 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance AT P O SAMRI MAHAGAMA GODDA | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹6.7 L
EMD Value
₹13,500
Closing Date
18 May 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
R.D SPL DIVISION, GODDA.
CONSTRUCTION OF TOILET, DRINKING WATER FACILITIES, RAIN WATER HARVESTING IN 06 NUMBERS OF ANGANWADI CENTRE And 15 NUMBERS OF RAIN WATER HARVESTING IN DIFFERENT ANGANWADI CENTRES UNDER BASANTRAI BLOCK OF GODDA DISTRICT.
2026_RDSPL_113742_1
RWD/SD/GODDA/14/2025-26RE (Group No 04)
Open Tender
Civil Works
Percentage
90 days
BASANTRAI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,250
₹13,500
20 May 2026
8 May 2026
20 May 2026
8 May 2026
18 May 2026
8 May 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 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth as obtained to a distance up to 50M all complete as perbuilding specification and direction of E/I. | 1 | M3 | 150.29 | ₹150.14 |
| - | Earth work in back filling the trench after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I.
(For Classification of Soil Item - A & B) | - | M3 | 93.93 | - |
| - | Supplying tools and making connection of new G.I. distribution branch 15mm to 50mm dia with existing G.I. main by providing and fixing G.I. tee including cutting of pipe at two places and threading their ends, providing long screw and one G.I. nipple all complete as per specification and direction of E/I. | - | nos. | 357.87 | - |
| - | Earth work in excavation in foundation trenches in hard soil (vide classification of soil item - A+B) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | - | M3 | 167.33 | - |
| - | Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and finally dressed with earth obtained from excavation of foundation trenches with a lead of 50m and lift of 1.5m all complete as per building specification and direction of E/l. (Mode of measurement compacted volume) | - | M3 | 55.28 | - |
| - | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | - | M3 | 589.51 | - |
| - | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | - | M2 | 356.52 | - |
| - | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | - | M2 | 330.34 | - |
| - | Providing designation 75A brick work in C.M (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth, curring, taxes and royalty all complete as per builiding specification and direction of E/I. | 1 | M3 | 5,439.85 | ₹5,434.41 |
| - | Providing designation 75B brick work in C.M (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth, curring, taxes and royalty all complete as per builiding specification and direction of E/I. | - | M3 | 5,110.26 | - |
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