Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.4 CrAdmitted-Finance H NO 74 E STREET NO 11 JAWAHAR NAGAR HISAR HARYANA INDIA PIN NO 125001 | HISAR | HARYANA | 125001 | ₹23.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹23.7 CrAdmitted-Finance | ₹23.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹23.9 CrAdmitted-Finance | ₹23.9 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical ROHTAK | ROHTAK | HARYANA | 124001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical DLG 13 14 PUSHPA COMPLEX HISAR HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | kartarsinghcontractor L1 | Shri Balaji Constructions L3 | Rajinder Singh Contractor L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. (HSR 4.12.1) All kinds of soil | 4,391.47 | Cum (Per Cubic Meter) | 87 ₹3.8 L | 88 ₹3.9 L | 85 ₹3.7 L |
| 2.00 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: (HSR 5.36.1) T' or 'L' iron or pipe | 750 | Each | 54 ₹40,500 | 55 ₹41,250 | 55 ₹41,250 |
| 3.00 | Dismantling barbed wire or flexible wire rope in fencing including kg
making rolls and stacking within 50 metres lead. (HSR 5.37) | 1,500 | Kg (Per Kilogram) | 8 ₹12,000 | 9 ₹13,500 | 10 ₹15,000 |
| 4.00 | 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 6.1.1) 1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size) | 579.65 | Cum (Per Cubic Meter) | 4,690 ₹27.2 L | 4,695 ₹27.2 L | 4,680 ₹27.1 L |
| 5.00 | 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: 1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 graded stone aggregate 40 mm nominal size) (HSR 6.1.7) | 0.36 | Cum (Per Cubic Meter) | 2,585 ₹930.60 | 2,598 ₹935.28 | 2,590 ₹932.40 |
| 6.00 | 1:5:10 (1 cement : 5 fine sand : 10 graded stone cum
aggregate 40 mm nominal size) (HSR 6.1.8) | 231.63 | Cum (Per Cubic Meter) | 2,585 ₹6.0 L | 2,590 ₹6.0 L | 2,590 ₹6.0 L |
| 7.00 | 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 four level, excluding the cost of centering, shuttering and finishing: (HSR 6.2.3) 1 :3:6 (1 cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal size) | 397.76 | Cum (Per Cubic Meter) | 3,580 ₹14.2 L | 3,690 ₹14.7 L | 3,582 ₹14.2 L |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30.1) Foundations, footings, bases of columns, etc. for mass concrete | 4,301.74 | Sqm (Per Square Meter) | 300 ₹12.9 L | 310 ₹13.3 L | 290 ₹12.5 L |
| 9.00 | 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.
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. (HSR 6.33.6) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,39,247.57 | Kg (Per Kilogram) | 102 ₹1.4 Cr | 104 ₹1.4 Cr | 103 ₹1.4 Cr |
| 10.00 | 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 above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, 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. (HSR 6.34.6) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 8,60,363.53 | Kg (Per Kilogram) | 105 ₹9.0 Cr | 108 ₹9.3 Cr | 107 ₹9.2 Cr |
Tender Value
₹17.6 Cr
EMD Value
₹35.2 L
Closing Date
13 Apr 2022, 5:00 pmClosed
Executive Engineer
Provl. Divn. No. III, PWD B and R Br., Hisar
Construction of RCC Operational Boundary wall with concertina wire and Crash Gate at Maharaja Agarsen Airport, Hisar (Phase-II)
2022_HRY_214059_2
Construction of RCC Operational Boundary wall wit
Open Tender
Civil Works
270 days
Hisar
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹35.2 L
Yes
Hisar
4 May 2022
31 Mar 2022
15 Apr 2022
31 Mar 2022
13 Apr 2022
31 Mar 2022
11 Apr 2022
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. (HSR 4.12.1) All kinds of soil
Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: (HSR 5.36.1) T' or 'L' iron or pipe
Dismantling barbed wire or flexible wire rope in fencing including kg making rolls and stacking within 50 metres lead. (HSR 5.37)
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 6.1.1) 1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size)
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: 1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 graded stone aggregate 40 mm nominal size) (HSR 6.1.7)
1:5:10 (1 cement : 5 fine sand : 10 graded stone cum aggregate 40 mm nominal size) (HSR 6.1.8)
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 four level, excluding the cost of centering, shuttering and finishing: (HSR 6.2.3) 1 :3:6 (1 cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30.1) Foundations, footings, bases of columns, etc. for mass concrete
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. 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. (HSR 6.33.6) Thermo-Mechanically Treated bars of grade Fe-500D or more.
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 above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, 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. (HSR 6.34.6) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing, hoisting and fixing above plinth level up to floor four level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar 1 :3 (1 cement : 3 coarse sand), cost of required centering and shuttering but ,excluding the cost of reinforcement, with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) . (HSR 6.46)
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied@ 3.84 kg/10 sqm) (HSR 11.93.1)
Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade (HSR 11.82.1) Two or more coats on new work
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.27)
Structural steel work riveted, bolted or welded in built up sections, trusses kg 14 70 84 and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.28)
Refixing of barbed wire fencing with available barbed wire & R.C.C. post placed at required distance, embedded in cement concrete, provided with horizontal lines and two diagonals of available barbed wire, between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (only the cost of labour is paid, all the material is available and provided by department ) :- Payment to be made per metre cost of total length of barbed wire used. (HSR 34.29.2)(Labour Rate)
Pile Foundation Bored cast-in-situ M35 grade R.C.C. Pile using Hydraulic Rig excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m. Pile diameter-400 mm (NS) Note : Item will be executed as per design vetted by IIT/ Govt. Institute etc. as per soil condition.
Providing and fixing of Concertina wire complete in all respect. (1.30 kg/ mtr) (NS)
Rajinder Singh Contractor
Shri Balaji Constructions
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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 • 3.37 MB
CONCERTINAWIREANDCRASHGATEAIRPORTHISAR.pdf
Additional Documents • 0.71 MB
BOQ_281369.xls
BOQ • 0.25 MB
Download all tender documents and submit your bid