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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 CrAdmitted-Finance | ₹6.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.8 Cr+₹51.1 L (8.08%)Admitted-Finance | ₹6.8 Cr+₹51.1 L (8.08%) | L2 | Admitted-Finance |
| 3 | L3₹6.9 Cr+₹57.4 L (9.07%)Admitted-Finance | ₹6.9 Cr+₹57.4 L (9.07%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Krishna Enterprises L3 | CIVIL TECH CONSULTANT L2 | LEGEND INDIA ENVIRONMENT PROTECTION PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches (For pipes & pits upto all depths) in all classification of earth work such as pick work jumper work saturated soil including balling out water blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming dressing of sides leveling of bed to correct grade including shoring strutting planking timbering and dewatering where ever required stacking the useable/serviceable material/soil separately and after laying jointing and testing of pipes returning the useable soil in trenches in 15cm layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil useable materials as directed within all leads/lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic night signal fixing caution boards crossing over trenches for access to houses fencing etc. complete in all respect within all leads/lifts as per direction of the Engineer in charge i) Pick, Jumper work | 15,749.95 | Cum | 500 ₹78,74,975 | 530 ₹83,47,473.5 | 450 ₹70,87,477.5 Lowest |
| 2.00 | Providing and laying cement concrete 1:3:6 ( 1cement:3sand:6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 8.4 | Cum | 7,000 ₹58,800 | 6,500 ₹54,600 Lowest | 7,000 ₹58,800 |
| 3.00 | Providing and laying cement concrete 1:4:8 ( 1cement:4sand:8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 179.7 | Cum | 7,000 ₹12,57,900 | 6,600 ₹11,86,020 Lowest | 6,800 ₹12,21,960 |
| 4.00Providing and laying cement concrete 1:2:4(1Cement :2 sand:4 graded crushed stone aggregate 20mm nominal size and curing completre excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in :- | ||||||
| 4.01 | Foundation and plinth. | 47.92 | Cum | 9,000 ₹4,31,280 | 8,800 ₹4,21,696 | 8,000 ₹3,83,360 Lowest |
| 4.02 | Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. | 2.45 | Cum | 9,000 ₹22,050 | 8,800 ₹21,560 | 8,500 ₹20,825 Lowest |
| 4.03 | Walls any thickness but not less than 0.1 mtr. thickness attached pillasters, buttresses plinth and string courses etc. from top of foundation level upto floor two level | 68 | Cum | 9,000 ₹6,12,000 | 9,200 ₹6,25,600 | 8,750 ₹5,95,000 Lowest |
| 5.00Providing and laying cement concrete M30 and curing complete excluding the cost of form work and reinforcement with in all leads and lifts and entire satisfaction of Engineer incharge in:- | ||||||
| 5.01 | Foundation and plinth. | 238.52 | Cum | 9,000 ₹21,46,680 | 8,800 ₹20,98,976 | 8,200 ₹19,55,864 Lowest |
| 5.02 | Walls any thickness but not less than 0.1 mtr. thickness attached pillasters, buttresses plinth and string courses etc. from top of foundation level upto floor two level | 433.67 | Cum | 9,000 ₹39,03,030 | 9,200 ₹39,89,764 | 8,500 ₹36,86,195 Lowest |
Tender Value
Refer Docs
EMD Value
₹5.0 L
Closing Date
19 Apr 2021, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Thunag Distt Mandi HP
Providing laying jointing and testing of DI K-7 sewer lines and PVC pipes for house connections construction of Manhole chambers Pedestal for manholes Inspection chambers and test run of entire system
2021_HPIPH_46220_1
05-80 dated 05/04/2021
Open Tender
Pipe Laying Works
Item Rate
365 days
Thunag Janjehli
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
Yes
Executive Engineer
₹5.0 L
Yes
Chief Engineer (MZ) Jal Shakti Vibhag Mandi HP
6 May 2021
6 Apr 2021
20 Apr 2021
6 Apr 2021
19 Apr 2021
6 Apr 2021
9 Apr 2021
Amount
Excavation in foundation trenches (For pipes & pits upto all depths) in all classification of earth work such as pick work jumper work saturated soil including balling out water blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming dressing of sides leveling of bed to correct grade including shoring strutting planking timbering and dewatering where ever required stacking the useable/serviceable material/soil separately and after laying jointing and testing of pipes returning the useable soil in trenches in 15cm layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil useable materials as directed within all leads/lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic night signal fixing caution boards crossing over trenches for access to houses fencing etc. complete in all respect within all leads/lifts as per direction of the Engineer in charge i) Pick, Jumper work
Providing and laying cement concrete 1:3:6 ( 1cement:3sand:6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.
Providing and laying cement concrete 1:4:8 ( 1cement:4sand:8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.
Providing and laying cement concrete 1:2:4(1Cement :2 sand:4 graded crushed stone aggregate 20mm nominal size and curing completre excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in :-
Foundation and plinth.
Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level.
Walls any thickness but not less than 0.1 mtr. thickness attached pillasters, buttresses plinth and string courses etc. from top of foundation level upto floor two level
Providing and laying cement concrete M30 and curing complete excluding the cost of form work and reinforcement with in all leads and lifts and entire satisfaction of Engineer incharge in:-
Foundation and plinth.
Walls any thickness but not less than 0.1 mtr. thickness attached pillasters, buttresses plinth and string courses etc. from top of foundation level upto floor two level
Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs. and removal of the same for in-situ reinforced concrete and plain concrete work in all leads and lifts.
Vertical surface such as walls(any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like
Flat surface such as soffits of suspended floors, roofs, landing and the like floor etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-charge.
Providing and laying tor steel reinforcement for RCC work including bending, binding and placing in position complete including cost of binding wire upto floor two level in all leads and lifts.
Providing and fixing PVC rungs with in all leads and lifts and to the entire satisfaction of Engineer Incharge.
Providing and fixing cast SFRC manhole cover confirming to IS: 12595 (Part-II)-1991 with up to date amendments of size 560mm internal dia ( Heavy Duty) with in all leads and lifts, complete in all respect.
Brick work using common burnt clay building bricks masonary in super structure above plinth in cement mortor 1:4(1cement :4sand) complete in all respect in all leads and lifts (i) 2nd class bricks
20mm cement plaster in single coat on rough side of brick/ concrete/ stone walls for interior plastering upto floor two levels including arrises internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement:6sand) in all leads and lifts.
Providing and fixing C.I. manhole cover with frame ( Light duty) single seat pattern 500mm internal diameter, total weight of cover and frame to be not less than 38 kg ( The weight cover is 23 kg and weight of frame 15 kg)
Laying, jointing and testing of GMS tube in trenches of following dia meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) in all leads and lifts.
32mm dia
65mm dia
Providing , laying,jointing ( by way of circumfrential butt welded joints in three layers by electrical arc welding ) and testing of API pipe of following dia meters confirming to ISO 3183-2012, (latest with upto date amendments) having wall thickness and grade as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 5 to 7 meters, including manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736-1986 (with upto date ammendments). The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. Tollerence should be as per IS code. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer-in-charge with in all leads and lifts. (Earth work in trenches shall be measured and paid for separately). The design /drawing so approved by the competant authority after finalisation of design and drawing ,any variation in size of pipe , material ,pipe class ,wall thickness, jointing , valves,specials etc.-300 mm dia -MSERW -Pipe 4.40 mm thickness,L-210 or A Grade
Providing and fixing C.I. sluice valve( with hand wheel ) as per IS: 780 class up to 300mm dia including brass spindle and as per IS:2906 class-II, diameter more than 300mm complete with bolts, nuts, rubber insertion etc.,( The tail piece if required shall be measured and paid for separately) with in all leads and lifts.
65mm dia
Steel work welded in built up sections, trusses and framed work including cutting,hoisting, fixing in position and applying a priming coat of red lead paint :- in gratting, framed guard bar, ladders, railing brackets and similar works in all leads and lifts.
Providing,laying,jointing and testing in trenches ISI marked centrifugally casr (spun) ductile iron pressure pipes for water, gas and sweage with socket and spigot ends confirming to IS: 8329-2000 and latest with up to date ammendments in length of 5 to 6 mtrs , class K7 suitable for push on joint( rubber gasket D-jointing) including short pieces,collar with cement mortar lining inside the pipes with outside zinc coating as per IS: 8329-2000,including all fittings, leads, lifts and as per the direction of Engineer Incharge. ( Earth work to be measured and paid for separately)
150mm dia
200mm dia
Providing,laying,jointing and testing of unplasticizedpolyvinyl chliride (PVC-U) pipe of 6kg/cm2 with socket and spigot end for soil and wastedischarge system as per IS: 13592-2013, including all fittings, leads, lifts and as per the direction of Engineer Incharge. ( Earth work to be measured and paid for separately)
160mm dia
Providing and fixing Tyton (Pushon joint) to ductile iron pipes and fittings including testing of joints and cost tyton rubber ring (SBR Quality) conforming to IS:12820-1989 latest with up to date ammendments,including all fittings, leads, lifts and as per the direction of Engineer Incharge.
150mm dia
Providing and fixing all sockets, tees ( Y-connection) conforming to IS: 9523-1994, class K-12, 150mmx150mm. Weight not less than 24.90 kg.,including all fittings, leads, lifts and as per the direction of Engineer Incharge.
Providing and fixing D.I plug,, class K-12, 150mmdia, Weight not less than 9 kg.,including all fittings, leads, lifts and as per the direction of Engineer Incharge.
Providing and fixing all sockets, tees/ cross conforming to IS: 9523-1994,including all fittings, leads, lifts and as per the direction of Engineer Incharge.
CIVIL TECH CONSULTANT
Krishna Enterprises
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