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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹96.9 LAccepted-AOC | L-1 | Accepted-AOC Quoted rate is lowest | |
| 2 | L-2₹1.1 Cr+₹10.6 L (10.7%)Rejected-Finance 170 B BLOCK SIRSA SIRSA 125055 | SIRSA | SIRSA | HARYANA | 125055 | L-2 | Rejected-Finance Quoted rate is higher |
Tender Value
₹85 L
EMD Value
₹1.7 L
Closing Date
22 Sept 2023, 4:00 pmClosed
Director
Maharaja Agrasen Medical College Agroha (Hisar)
Construction of Maharaja Agrasen Ji Statue in the campus of MAMC Agroha
2023_HRY_308006_2
MAMC/Engg./1077 Dated 01-09-2023
Open Tender
Civil Works
Works
30 days
Maharaja Agrasen Medical College Agroha (Hisar)
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
Yes
₹1.7 L
Yes
20 Oct 2023
16 Sept 2023
25 Sept 2023
16 Sept 2023
22 Sept 2023
16 Sept 2023
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. HSR:4.1
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. HSR 4.14 4.14.1 All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. HSR:4.32
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: HSR 6.1 6.1.6 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
6.1.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for : HSR:6.29 6.29.1 Foundations, footings, bases for columns
Centering and shuttering including strutting, propping etc. and removal of form for HSR:6.30 6.30.1 Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. HSR:6.30.2
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 four level, excluding cost of centering, shuttering, finishing and reinforcement : HSR:6.15 6.15.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 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 four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). HSR:6.16
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in:HSR 7.21 7.21.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : HSR 7.22 7.22.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level HSR 6.33 Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6.33.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : HSR 10.37 10.37.1 25 mm thick
Stone work (machine cut edges) for wall lining etc. (veneer work) up to 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : HSR:8.9 8.9.1 Red sand stone - exposed face fine dressed with rough backing. 8.9.1.5 30mm thick
Stone work (machine cut edges) for wall lining etc. (veneer work) up to 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins complete in all respect) : Red sand stone - exposed face fine dressed with rough backing. 30mm thick White sand stone slab 30 mm thick (undressed) Extra Item
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : HSR:10.49 10.49.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 10.5 10.50.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. HSR 10.51
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. HSR:11.13 11.13.2 20 mm cement plaster
Extra for pre finished nosing to treads of steps of marble stone. HSR:10.45
Providing & filling earth (tibba sand) with compaction every 15 cm layer, watering, consulation, dressing and leveling with any lead. NS
Installation of Maharaja Agrasen Ji Statue complete in all respect. (Statue given by department) NS
SACHDEVA CONSTRUCTION COMPANY
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