Loading…
Loading…
Tender Value
₹81.4 L
EMD Value
₹50,000
Closing Date
24 Jun 2026, 11:00 am7d left
executive engineer
executive engineer PWD BUILDING DIVISION KOTTAYAM
GENERAL Construction of New Building for SMV Govt LP school Kallara Phase I General Civil Work
2026_PWD_855962_1
PWD/BLDG/TR/22577/2023
Open Tender
Civil Works - Buildings
365 days
KOTTAYAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
15 Jun 2026
15 Jun 2026
26 Jun 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1BUILDING PROPER | ||||||
| 1.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 0.2 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD352261/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-
25 grade cement concrete for reinforced cement concrete work, using cement
content as per approved design mix, including pumping of concrete to site of laying
but excluding the cost of centering, shuttering, finishing and reinforcement, including
admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting
of concrete, improve workability without impairing strength and durability as per
direction of Engineer - in-charge. Note:- Cement content considered in this item is @
330 kg/ cum. Excess or less cement as per mix design is not payable or recoverable
.All work upto plinth level | 0.4 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD352231/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work of columns, using cement content as per approved design mix, but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. All work above plinth level | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD352228/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-
25 grade cement concrete for reinforced cement concrete work of beams, lintels,
sunshade, slabs & staircases, using cement content as per approved design mix,
including pumping of concrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including admixtures in recommended
proportions as per IS: 9103 to accelerate, retard setting of concrete, improve
workability without impairing strength and durability as per direction of Engineer - in-
charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or
less cement as per mix design is not payable or recoverable .All work above plinth
level upto floor V level | 0.4 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 4.2.8:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded
stone aggregate 40 mm nominal size derived from natural sources). | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 0.2 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 50.2.25.1:Filling with contractor's own 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 up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 1 | cum | - | - | BI01010001010000000000000515BI0100001122 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
SBD.pdf
Tender Documents • 1.64 MB
BOQ_1446720.xls
BOQ • 0.36 MB
Download all tender documents and submit your bid