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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | ₹2.0 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹2.0 Cr+₹1.0 L (0.52%)Rejected-Finance | ₹2.0 Cr+₹1.0 L (0.52%) | L2 | Rejected-Finance Second lowest bidder |
| 3 | L3₹2.0 Cr+₹5.3 L (2.67%)Rejected-Finance | ₹2.0 Cr+₹5.3 L (2.67%) | L3 | Rejected-Finance Third lowest bidder |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
19 Jan 2023, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
(SH- C/o road, road side RCC drain and RCC pipe and Culvert).
2023_SIDC_67037_1
Job No. 5
Open Tender
Civil Works - Roads
Item Rate
270 days
Kala Amb
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,900
₹5.0 L
15 Mar 2023
5 Jan 2023
20 Jan 2023
5 Jan 2023
19 Jan 2023
5 Jan 2023
Amount
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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead . Hard rock (blasting prohibited). All Kind of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for all heights : a) Foundations, footings, bases of columns, etc. for mass concrete
b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
c) Suspended floors, roofs, landings, balconies and access platform .
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 : 1:1.5:3 (1 cement : 1.5 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : (a) 1:1.5:3 (1 cement : 1.5 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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts,laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns,drive ways or light traffic parking etc, of required strength, thickness & size/shape made by table vibratory method using PU mould , laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved by HPPWD (NTC/Ashok Panjla Tiles/NTCCI/Pooja Concrete Fabricators, M/S Dalal Tiles Pvt. Ltd.) with approved color design and pattern.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for all heights : (a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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 : (a) 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
Boulder filling behind the CC wall.
Providing weepholes in bricks/stone masonary / plain reinforced concrete abutment,wing wall,retrun wall with 100mm dia PVC pipe extending through the full with of the structures with slope of 1(V):20 (H) towards face complete: as per drawing and technical specification clause 614,709,1204.3.7.
Wire crate of G.I.wire filled withboulders with squre cut faces against the wire. (wire crates to be masured and paid to separetaly).
Wire crate of G.I.wire filled withboulders with squre cut faces against the boulder. (boulders to be masured and paid to separetaly) wire 4mm thick corresponding to sw.8 15 X 15 CM mesh.
PREM SINGH
SUCHA SINGH
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