Construction of Proposed Model Zila Parishad Office Building Simdega Jharkhand

Simdega Zila Parishad · Simdega, Jharkhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹8.0Cr
EMD: ₹16.1L
Published: 23 Oct 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 06 Nov 2026 03:50 UTC
Department: District Board, Simdega
Office: Zila Parishad Office, Simdega

Description

Construction of the proposed Model Zila Parishad Office Building in Simdega, Jharkhand. The estimated cost is Rs. 8,01,13,200, the completion period is 24 months, and the bid security is Rs. 16,05,000.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Electronic receipt of tender cost, Earnest money deposit receipt (Bid Security), Credit facility, GST, PAN, Five years audited turnover, Character certificate, Work experience, Partnership deed or Articles of Association / Memorandum, Undertakings, Affidavits, E.P.F., Index table of required bid documents with page numbers

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Commercial terms

Bid type: Item Rate
Evaluation: Item rate
Make in India (MII): No
MSE preference: No

Line items (337)

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 upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I 5.1.1 J.S.R. — Qty: 348.09 Cum
EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR — Qty: 207.84 Cum
EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) — Qty: 310.17 Cum
Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) — Qty: 89.49 Cum
Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.6.1 JSR — Qty: 712.05 Sqm
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size) — Qty: 16.39 Cum
Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete — Qty: 29.99 Sqm
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size) — Qty: 76.41 Cum
Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work 1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size) — Qty: 86.19 Cum
Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete — Qty: 280.54 Sqm
Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size) — Qty: 78.84 Cum
Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete — Qty: 810.5 Sqm
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size) — Qty: 197.4 Cum
Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform — Qty: 1558.9 Sqm
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size) — Qty: 35.74 Cum
Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform — Qty: 573.62 Sqm
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size) 5.3.11JSR — Qty: 289.07 Cum
Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform — Qty: 1901.3 Sqm
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size) — Qty: 22.3 Cum
Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform — Qty: 174.46 Sqm

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