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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC 2162 SECTOR 1 4 NEAR URBAN HEALTH CENTER HISAR 125001 | HISAR | HARYANA | 125001 | ₹1.7 Cr | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹1.9 Cr+₹17.0 L (9.71%)Rejected-Finance BUDHERA TEHSIL LOHURU 127201 | BHIWANI | HARYANA | 127201 | ₹1.9 Cr+₹17.0 L (9.71%) | L2 | Rejected-Finance Being L2 |
| 3 | Not Admitted-Fee/PreQual/Technical SHOP NO 39 GEETA MARKET RED ROAD LADWA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
1 Aug 2022, 2:00 pmClosed
Executive Engineer
Water Services Division no 2 Rewari
Rehabilitation of Pranpura Disty from km. 0.00 to 3.976 (tail) including repair of pucca Structure.
2022_HRY_231982_2
2968-85/29A Dated 20/07/2022
Open Tender
Civil Works
Item-rate/Agreement basic
180 days
rewari
Please refer Tender documents.
4 documents required · 4 mandatory
₹15,000
₹3.1 L
Yes
rewari
17 Nov 2022
26 Jul 2022
2 Aug 2022
26 Jul 2022
1 Aug 2022
26 Jul 2022
28 Jul 2022
Amount
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. HSR Item No. 5.7.4@655/Cum
Demolishing Cement concrete manually/by mechanical means including disposal of material within 50 m lead HSR Item No.5.23.2@1287/Cum
Excavating, supplying and filling of local earth (including royality) by mechanical transport upto a lead of 1 Km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches , plinth , sides of foundation etc. complete as per HSR item No. 4.33@ 82 per cum
Filling available excavated earth (excluding rock) in trenches, cum 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 as per HSR item No. 4.32 @52/Cum
Earth work in excavation by mechenical (Hydrolic 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, HSR Item No. 4.12.1 87/Cum
Dismantling pucca road as per old HSR item no. 24.37 @296.70+370%=13.94/Sqm
Restoration of pucca road complete as per old HSR item no. 24.38@5247+350% =236.11/Sqm
Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks complete as per HSR 10.34 @ 531 per sqm
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:1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size) as per HSR Item No. 6.1.4@ Rs. 3260/ Cum
Providing & laying in position Cement concrete 1:4:8 with 8 graded sone aggregate of 40 mm size in foundation and plinth excluding centering & shuttering complete in all respect as per HSR 6.1. @ 2735/cum
Providing and laying 80mm thick factory made cement concrete inter1ocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge as per HSR Item No. 10.77 @713/sqm
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) HSR Item No 6.1.2 @ 3892/Cum
Brick work in 1:3 ( 1cement 3 course sand) mortar with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth complete as per derived rate
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand as per HSR item no.7.21.1
Centering and shuttering including strutting, propping etc. and removal of form work for suspended floors, roofs, landlings, balconies . HSR Item No. 6.30.3 @233/Sqm
Centering and shuttering including strutting, propping etc. and removal of form work for retaining wall , return walls , walss(any thickness) sqm i/c attached plaster, buttresses, plinth and string courses fillets, kwerbs and steps etc. HSR Item No. 6.29.3@316/Sqm
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. HSR Item No. 6.29.1 @ 174/Sqm
12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) HSR Item No. 11.5.3@94/Sqm
White washing with lime to give an even shade New work (three or more coats) HSR Item No. 11.61.1 @15/Sqm
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade HSR item No.11.78 @35/Sqm
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces(HSR item No. 34.49) @ 66/Sqm
Lettering with black Japan paint of approved brand and manufacture.HSR Item No 11.113
Steel reinforcement of thermo mechanically as per hsr item no.6.33.6@68/kg
10mm thick cement sand plaster in coarse sand 1:5 under CC lining as per rates sanctioned in rehabilitation of Rajiyaki Disty. Vide Letter No. 1154/4LCU/2022 dated 02.03.2022
Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead Complete as per HSR 17.75@135/cum
Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum,75mm thick in curve portion and side slope manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade HSR Item No. 14.10 (As per analysis of rate)
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability M-25 grade plain CC (cement content considered @330 kg/cum). HSR Item 6.25.1
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability M-15 grade plain CC (cement content considered @240 kg/cum). HSR Item 6.22.1.2
Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction engineer incharge item no. 5.53.2
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability M-15 grade plain CC (cement content considered @240 kg/cum). HSR Item 6.22.2.2
filing expension joints with bitumen impregnated 12mm thick HSR item No. 6.58
Providing and fixing of rail of approved size by welding etc to steel ladder railing, balcony railing, stair case railing and similar works, including applying priming coat of approved steel primer GI pipes (100mm) as per HSR item no. 13.42.3
Providing & fixing MS pipe for outlet
Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 900 mm (HSR Item No. 21.95.8)
Sign Board (N.S.)
Credit of Material (Tiles)
Credit of Material (Brick bats) as per HSR unique code -B0146
Credit for old 900 mm dia RCC pipe NP-3(4065*90%)
Credit of old steel
SURENDER SINGH
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