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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹5.1 L
EMD Value
₹10,200
Closing Date
21 Oct 2026, 9:00 am
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer Jal Shakti Division Shillai
Executive Engineer Jal Shakti Division Shillai
SH - C/O RCC storage tank 10000 litres capacity and providing, laying, jointing of GI pipe for tapping an additional source to Habitation Kumlah ) (UNDER PDNA)
2026_HPIPH_145201_1
SHL-SMR03-780-JSV DIV-SHILLAI 4404-53 Dt 07.10.26
Open Tender
Civil Works
Item Wise
120 days
SHILLAI
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
Executive Engineer Jal Shakti Division Shillai
₹10,200
8 Oct 2026
8 Oct 2026
21 Oct 2026
8 Oct 2026
21 Oct 2026
8 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etcupto all heights stacking the excavated earth not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts as per the direction of Engineer in-charge. | 4.1 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:4:8(1cement:4approved sand:8app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. | 0.68 | Cum | - | - |
| 3Providing and laying cement concrete 1:1.5:3(1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 3.01 | Foundation and plinth including entire carriage of material upto all leads and lifts. | 1.04 | Cum | - | - |
| 3.02 | Wall (any thickness but not less than 0.1m thickness) attached pillasters,buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage ofmaterial upto all leads and lifts. | 2.69 | Cum | - | - |
| 4Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. Including centring,shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- | |||||
| 4.01 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc., up to 200mm in thickness. | 4.71 | Sqm | - | - |
| 4.02 | Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like and as per the direction of Engineer-in-charge .including entire carriage of material upto all leads and lifts. | 35.81 | Sqm | - | - |
| 5 | Providing and laying reinforced cement concrete work 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20 mm nominal size ) excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landings, shelves and their supports balconies beams, girders bressumers and cantilevers upto floor two level in all heights and depths includiing all leads lifts and carriage of material at site and as directed by the Engineer Incharge. | 0.6 | Cum | - | - |
| 6 | Providing tor steel reinforcement for RCC work including bending,binding and placing in position complete upto floor two level.as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. | 260 | Kg | - | - |
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Form_6_01.pdf
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BOQ_216201.xls
BOQ • 0.28 MB
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