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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.2 CrAccepted-AOC | ₹1.2 Cr Quoted ₹1.4 Cr | L-1 | Accepted-AOC Accepted |
| 2 | L-2₹1.4 Cr+₹6.9 L (5.02%)Rejected-AOC | ₹1.4 Cr+₹6.9 L (5.02%) | L-2 | Rejected-AOC Rejected |
| 3 | L-3₹1.5 Cr+₹13.3 L (9.72%)Rejected-AOC | ₹1.5 Cr+₹13.3 L (9.72%) | L-3 | Rejected-AOC Rejected |
| 4 | Rejected-Technical VILL SANARLI P O BHANTHAL TEHSIL KARSOG DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | - | - | Rejected-Technical Rejected |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
7 Feb 2022, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Rampur
Strengthening of source of barious WSS under Jal Shakti Sub-Division Taklech Tehsil Rampur Distt. Shimla HP
2022_HPIPH_56277_1
EE-JSD-RMP-E-TEN/21-13418-468 DT 31.1.22
Open Tender
Civil Works
Item Rate
365 days
Bahli
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,500
EE Rampur
₹1.5 L
Yes
19 Dec 2022
1 Feb 2022
8 Feb 2022
1 Feb 2022
7 Feb 2022
1 Feb 2022
Amount
Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the serviceable/ unserviceable materials/soil separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.
Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge.
Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.
Providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) with 15 % plum and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:4:8(1Cement: 4Sand: 8Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .
Providing and laying cement concrete 1:3:6 (1Cement: 3Sand: 6Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .
Providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work in :-
Foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .
In suspended floor roofs ,landing and shelves and their support.balconies , beams,girders, bressumers and contilever up to floor two level with in all leads and lifts.
Arches upto floor two level
Providing and laying cement concrete 1 : 1.5 :3(1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .
Foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .
Providing and laying cement concrete 1 : 1 :2(1 cement :1 sand :2 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .
Foundation,footing,bases of columns and the like & mass concrete.
Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.
In lintels, Beams, girders etc.
Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-
Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness.
Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.
Edges of slab under 20 cm wide.
Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :-
Arches upto 6.00 mts. Span
Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge.
Providing & laying No fine concrete with cement concrete 1 : 6 ( 1 Cement : 6 graded stone agg.20mm nominal size)and curing complete excluding cost of form work in wall etc. complete with in all leads & lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel.
Providing & Placing in horozontal layers of filtering media duly graded, screened, washed & cleaned as specified by engineer-In-charge
Top Layer:- Fine sand (eff. Size 0.20 mm to 0.40 mm & uniformity coefficient 2.00 to 3.00
2nd layer:- Coarse sand 3 mm to 6 mm
Third layer:- Bazri 20 mm to 25 mm
Fourth Layer:- Bazri 6 mm to 20 mm
Bottom Layer:- Broken stone 50 mm
Manufacturing , Supplying & fixing of MS Man hole cover of size 60x60 cm Frame fixed with angle iron of size 40x40x5mm and top fixed angle iorn 25x25x5mm with MS sheet 3.15 mm thick including cutting. Welding and painting two coat with red oxide and making locking arrangement complete with reputed lock i.e Link/ Harison make (HEAVY DUTY) complete with in all leads & lifts and to the entire satisfaction of the Engineer-in-Charge.
Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways complete with in all leads & lifts and to the entire satisfaction of the Engineer-in-Charge.
Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint.
In gratings framed guard bars,ladders, railling,brackets and similar work. complete with in all leads & lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing & Fixing MS gate not less than 75 kg including construction of RCC piller in 1:2:4 complete with in all leads & lifts and to the entire satisfaction of the Engineer-in-Charge.
1.80mt.height fencing with 2.5mt (50x50x6 mm) angle iron post ,2.50mt centre to centre with nine horizental lines and two diagonals of galvinised steel barbed wire) IS:278-1962 type-I) weighting 9.38kg per 100mt.(minimum) strained and fixed to post complete in all respect with CC 1:5:10 within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.
Boulder filling behind retaining wall as per direction and to the entire satisfaction of Engineer -In-Charge.
Providing and fixing PVC pipe 100 mm dia for weap holes in walls complete in all respect to the entire satisfaction of the Engineer-in-Charge.
Laying, jointing and testing in trenches to be levelled to grade galvanised mild steel pipe light grade of following nominal diameter including fittings complete in all respect to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately).complete with in all leads & lifts and to the entire satisfaction of the Engineer-in-Charge.
15 mm nominal diameter.
20 mm nominal diameter.
25 mm nominal diameter.
32 mm nominal diameter.
40 mm nominal diameter.
50 mm nominal diameter.
65 mm nominal diameter.
80 mm nominal diameter (M).
80 mm nominal diameter.(L)
100 mm nominal diameter.
Dismentalling of GI pipe of following nominal diameter complete in all respect to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately).
15 mm nominal diameter.
20 mm nominal diameter.
25 mm nominal diameter.
Relaying of GI pipe of following nominal diameter complete in all respect to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately).
15 mm nominal diameter.
20 mm nominal diameter.
25 mm nominal diameter.
Providing & fixing full way valve with wheel of following diameter complete within all leads and lifts.
15 mm nominal diameter.
20 mm nominal diameter.
25 mm nominal diameter.
32 mm nominal diameter.
40 mm nominal diameter.
50 mm nominal diameter.
65 mm nominal diameter.
80 mm nominal diameter.
Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly)
80 mm nominal diameter.
100 mm nominal diameter.
Jai Chand Rana
Jia Lal Kapatia
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