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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 CrAccepted-AOC | ₹17.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹18.5 CrRejected-Finance | ₹18.5 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹19.2 CrRejected-Finance | ₹19.2 Cr | L3 | Rejected-Finance L3 |
Tender Value
₹15.2 Cr
EMD Value
₹30.3 L
Closing Date
31 Aug 2021, 1:00 pmClosed
Executive Engineer-III
MPHC Office Complex, Imphal
Construction of Compound Wall and Approach Road at the Permanent Campus of IIIT Senapati Manipur at Mayangkhang Ningthoupham Village Senapati Now Kangpokpi District
2021_MPHCL_1501_1
01/EE-III/MPHC/2021-22
Open Tender
Civil Works
270 days
As per tender document
Please refer Tender documents.
11 documents required · 11 mandatory
₹25,000
MD MPHC Ltd.
₹30.3 L
Yes
27 Mar 2022
18 Aug 2021
31 Aug 2021
19 Aug 2021
31 Aug 2021
20 Aug 2021
19 Aug 2021 - 31 Aug 2021
Amount
(A) (SH: Construction of Approach Road and Internal Road)
EARTH WORKS
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden steel rammers and rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, flood-banks, marginal banks and guide banks and filling up ground depression, lift upto 1.5m and with a lead of 15km i)hard/dense soil.
Providing and laying & compacting granular base/sub-base according to lines, grades & cross-sections by using naturally occuring sand gravel/conforming to IRC Grade - 2 of M.O.S.T. specification free from organic or other deleterious constituent compact by rolling with power roller of 8 to 10 tonnes capacity in layers not exceeding 150 mm (spread thickness) including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge (with a lead of 28 km)
(B)(SH: Construction of Cross Drainage works)
EARTH WORKS
Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m
Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.
Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto a height of 1.5 m above ground/bed level.
Cement concrete 1:3:6 mix with stone aggregate 20 mm nominal size mechancically mixed and vibrated in foundation upto a depth of 1.5 metres below ground level and 1.5 m above ground/bed level i/c formwork.
P/L (to levelor slope) joining RCC pipe culverts 1st class NP3 of the following internal dia. i/c collar and butt joints and testing of joints etc. a)600mm dia.
15mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand).
(C ) (SH: Constn. of bridge across waterway in the approach road to main campus )
Earth work in excavation of foundation for superstructure complete as per drawing and technical specification.Ordinary soil
i)Depth upto 3 m
ii)Depth 3 m to 6 m
ii)Depth 6 m to 7.27 m
Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specifications.a) Gravel matrial
Filter medium behind abutment,wing wall and return wall complete as per drawing and technical specifications.
Cement concrete for plain concrerte/reinforced concrete in open foundation i/c form wok complete as per drawing and technical specification.(a) PCC M20 grade (1cement:1.5 Kanhaighat Coarse sand:3 coarse aggregate 20 mm size)
Reinforced cement concrete M 30 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement but including centering and shutterring, laying in position.
Reinforcement for RCC work i/c bending and binding and placing in position complete-tor steel bars
Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.
Cement Concrete Wearing Coat M30 grade including form work and reinforcement complete as per drawing and Technical Specification
RCC railing M30 grade complete as per drawing and technical specifications.
Drainage Spouts complete as per drawing and Technical Specification
(D) (SH: Construction of Gate)
EARTH WORK
Earthwork in excavation foundation trenches or drains including dressing of sides and ramming of bottoms and including getting out the excavated soil anddisposal of surplus excavated soil as directed within a lead of 50 m. (a) Lift upto 1.5 m
(b) Above 1.5m upto 3.00m
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 upto 50 metres lift upto 1.5 metre.
CONCRETE WORK
Providing and laying cement concrete works in foundation and plinth excluding the cost of centering & shuttering in (a) C.C. 1:5:10 (1 cement :5 Kanhaighat coarse sand :10 graded stone aggrt. 40mm nominal size).
REINFORCED CEMENT CONCRETE WORK
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a)1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :(a)1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.(a) Thermo-Mechanically Treated bars.
FORMWORK
Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)(a) Foundation footings, bases of columns etc. and mass concrete.
(b) Columns, pillars, posts and struts (square, rectangular or polygon in plan).
BRICK WORK
Half brick masonry 2nd class (local first class) in cement mortar 1:4 (1 cement : 4 coarse sand) in superstructure (1) above plinth level upto 1st floor level.
FINISHING
12mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand).
15mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand).
Providing and applying wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
Applying one coat of cement primer of approved quality on wall surface.
Finishing wall weather shield paint of approved quality on new work (three or more coats) to give an even shade.
Providing & fixing Steel Grill by using 50x50 mm Square section as main bars horizontally and vertically, Square section 40x40 mm as rail bars ,35x35mm Square section as style bars, connecting bars Square section 16x16 mm to arrow of decorative type (Cast Iron) readily available at Market i/c painting,Priming etc. complete as per direction of Engineer-in-Charge (conforming to Architectural drawing No. MPHC/A-C6/195).
( E) (SH: Construction of Fencing with Grill on top for a length of 2510 Rm)
EARTH WORK
Earthwork in excavation foundation trenches or drains including dressing of sides and ramming of bottoms and including getting out the excavated soil anddisposal of surplus excavated soil as directed within a lead of 50 m. (a) Lift upto 1.5 m
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 upto 50 metres lift upto 1.5 metre.
CONCRETE WORK
Providing and laying cement concrete works in foundation and plinth excluding the cost of centering & shuttering in (a) C.C. 1:5:10 (1 cement :5 Kanhaighat coarse sand :10 graded stone aggrt. 40mm nominal size).
REINFORCED CEMENT CONCRETE WORK
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a)1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :(a)1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.(a) Thermo-Mechanically Treated bars.
FORMWORK
Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)(a) Foundation footings, bases of columns etc. and mass concrete.
(b) Columns, pillars, posts and struts (square, rectangular or polygon in plan).
(c) Sides and soffits of beams, beam haunchings, cantilivers, girders, bressumers and lintels not exceeding 1m in depth.
BRICK WORK
2nd class (local first class) brick work in superstructure (i) above plinth level upto 1st floor level in cement mortar 1:4(1 Cem:4C/Sand)
FINISHING
12mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand).
15mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand).
Applying one coat of cement primer of approved quality on wall surface.
Finishing wall weather shield paint of approved quality on new work (three or more coats) to give an even shade.
STEEL GRILL
Providing & fixing Steel Grill by using 25x25 mm Square section as main bars horizontally and vertically, as rail bars , connecting bars Square section 16x16 mm to arrow of decorative type (Cast Iron) readily available at Market i/c painting,Priming etc. complete as per direction of Engineer-in-Charge (conforming to Architectural drawing No. MPHC/A-C6/193).
(F) (SH: Construction of Fencing partly Grill (Decorative) for a length of 1215 Rm)
EARTH WORK
Earthwork in excavation foundation trenches or drains including dressing of sides and ramming of bottoms and including getting out the excavated soil anddisposal of surplus excavated soil as directed within a lead of 50 m. (a) Lift upto 1.5 m
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 upto 50 metres lift upto 1.5 metre.
CONCRETE WORK
Providing and laying cement concrete works in foundation and plinth excluding the cost of centering & shuttering in (a) C.C. 1:5:10 (1 cement :5 Kanhaighat coarse sand :10 graded stone aggrt. 40mm nominal size).
REINFORCED CEMENT CONCRETE WORK
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a)1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :(a)1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.(a) Thermo-Mechanically Treated bars.
FORMWORK
Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)(a) Foundation footings, bases of columns etc. and mass concrete.
(b) Columns, pillars, posts and struts (square, rectangular or polygon in plan).
(c) Sides and soffits of beams, beam haunchings, cantilivers, girders, bressumers and lintels not exceeding 1m in depth.
BRICK WORK
2nd class (local first class) brick work in superstructure (i) above plinth level upto 1st floor level in cement mortar 1:4(1 Cem:4C/Sand)
FINISHING
12mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand).
15mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand).
Applying one coat of cement primer of approved quality on wall surface.
Finishing wall weather shield paint of approved quality on new work (three or more coats) to give an even shade.
STEEL GRILL
Providing & fixing Steel Grill by using 40x40 mm Square section as main bars horizontally and vertically, Square section 25x25 mm as rail bars , connecting bars Square section 16x16 mm to arrow of decorative type (Cast Iron) readily available at Market i/c painting,Priming etc. complete as per direction of Engineer-in-Charge (conforming to Architectural drawing No. MPHC/A-C6/194).
Andy Pamei
Irom Khogen Singh
Bidder Name
Laishram Lalitkumar Singh
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