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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.2 LAccepted-AOC | ₹2.2 L | 1 | Accepted-AOC Due to L1 |
| 2 | 2₹2.5 LRejected-Finance | ₹2.5 L | 2 | Rejected-Finance Due to L2 |
| 3 | 3₹2.7 LRejected-Finance | ₹2.7 L | 3 | Rejected-Finance Due to L3 |
| Sl No | Description | Qty | Unit | Akash Singh L1 | CHAUHAN ENTERPRISES L2 | Sahil Thakur L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc., in earth work. In all kind of soil such as spade work, pick work, jumper work, blasting work in soft and hard rock chiselling / wedging out of rock where blasting is prohibited and in saturated soil etc. in all leads and lifts, stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in fifteen centimetre layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and dewatering and then disposing of all surplus excavated earth with in all leads and lifts and as per direction and to the entire satisfaction of the Engineer-in-Charge. | 230.76 | Cum | 160 ₹36,921.60 | 110 ₹25,383.60 | 136 ₹31,383.36 |
| 2.00 | Providing and laying cement concrete 1:4:8( 1 cement 4 sand:8graded stone aggregate 40 mm.nominal size ) and curing complete excluding cost of form work in foundation and material within all leads and lifts as per the direction of the Engineer-in-Cahrge plinth including carriage of materials within all leads and lifts. | 6.15 | Cum | 2,800 ₹17,220 | 4,200 ₹25,830 | 4,250 ₹26,137.50 |
| 3.00 | Providing and laying cement concrete 1:2:4 (1cement:2sand:4 graded stone aggregate 20 mm nominal size and curing complete excluding the cost of form work in foundation and plinth RCC work and foundation footing basses of columns complete in all respect. | 2.85 | Cum | 6,100 ₹17,385 | 5,000 ₹14,250 | 5,200 ₹14,820 |
| 4.00 | Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1 cement :6 sand) using first class bricks and including carriage of materials with in all leads and lifts. | 10.91 | Cum | 6,300 ₹68,733 | 7,000 ₹76,370 | 7,200 ₹78,552 |
| 5.00 | 15 mm thick cement plaster in single coat on fair side of brick/ stone masonry/concrete for interior plastering upto floor two level including arrises internal rounded angles chamfers and/ or rounded angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:3 (1 cement:3 sand) in all leads and lifts as per the direction of the Engineer-in-Charge. | 4 | Sqm | 160 ₹640 | 170 ₹680 | 180 ₹720 |
| 6.00 | White washing with lime on undecorated wall surfaces( two coats) to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter complete in all respect | 4 | Sqm | 10 ₹40 | 7 ₹28 | 8 ₹32 |
| 7.00 | Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface (two coats) to give an even shade surface to remove all dirt & remains of loose powdered materials complete in all respect including after thoroughly brushing the all leads & lifts. | 4 | Sqm | 60 ₹240 | 80 ₹320 | 40 ₹160 |
| 8.00 | Laying /jointing/testing in trenches galvanised mild steel tube of following dia and grade confirming to BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date), all kind of specials laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date), all kind of specials such as bends of all degrees to made from parent tube, short pieces, tail pieces all made from parent tube within all leads & lifts. (earth work in trenches to be measured and paid for separately)(65mm dia) | 50 | Rmt | 40 ₹2,000 | 38 ₹1,900 | 270 ₹13,500 |
| 9.00 | Prov.Cutting & Circumferential butt welding with two layers joints by electrical are welding to following dia &class pipe welded in requisite number of weld run so as to achieve the minimum effective 'throat thicknessof weld conforming to S1816-1969 specification by welding electrodes of 2.5 mm to 6.3mm of Advani oerlikon (Abore)- CITOJT/ ESAB make conforming to IS 81 1991 at site of work complete in all respects including manual/ mechinal handing of pipe in all leads lifts to the entire satisfaction of Engineer-in-charge (65mm dia) | 10 | Joint | 240 ₹2,400 | 250 ₹2,500 | 800 ₹8,000 |
| 10.00 | Providing, Fixing/welding of MS plate flanges at suit joint confirming to table as specified below as per IS- 6392-1971 (Latest with upto ammendment) welding of MS flanges (one layers outer side & one layer on inner side of each flange with GMS pipe (The cost of GMS pipe to be measured & paid for separately) according to relevant BIS standard detail technical specifications with nuts, bolts of required size minimum 3mm thick compressed asbestos fibre/synthetic rubber gasket confirming to relevant BIS code as given in the technical clarification including carriage of material in all leads and lifts.65 mm dia Table-5 | 1 | Pair | 700 ₹700 | 750 ₹750 | 7,200 ₹7,200 |
Tender Value
₹4.0 L
EMD Value
₹7,922
Closing Date
10 Jun 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Amb
Sub Head Improvement of distribution system Excavation for laying jointing and testing of HDPE pipe and c/o 9 Nos additional outlet and fixing of Anchor Block
2025_HPIPH_106489_1
EE-JSD-Amb Job-9
Open Tender
Civil Works
Amb
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
EE JSD Amb
₹7,922
5 Jan 2026
30 May 2025
10 Jun 2025
30 May 2025
10 Jun 2025
30 May 2025
Amount
Excavation in foundations, trenches etc., in earth work. In all kind of soil such as spade work, pick work, jumper work, blasting work in soft and hard rock chiselling / wedging out of rock where blasting is prohibited and in saturated soil etc. in all leads and lifts, stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in fifteen centimetre layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and dewatering and then disposing of all surplus excavated earth with in all leads and lifts and as per direction and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:4:8( 1 cement 4 sand:8graded stone aggregate 40 mm.nominal size ) and curing complete excluding cost of form work in foundation and material within all leads and lifts as per the direction of the Engineer-in-Cahrge plinth including carriage of materials within all leads and lifts.
Providing and laying cement concrete 1:2:4 (1cement:2sand:4 graded stone aggregate 20 mm nominal size and curing complete excluding the cost of form work in foundation and plinth RCC work and foundation footing basses of columns complete in all respect.
Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1 cement :6 sand) using first class bricks and including carriage of materials with in all leads and lifts.
15 mm thick cement plaster in single coat on fair side of brick/ stone masonry/concrete for interior plastering upto floor two level including arrises internal rounded angles chamfers and/ or rounded angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:3 (1 cement:3 sand) in all leads and lifts as per the direction of the Engineer-in-Charge.
White washing with lime on undecorated wall surfaces( two coats) to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter complete in all respect
Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface (two coats) to give an even shade surface to remove all dirt & remains of loose powdered materials complete in all respect including after thoroughly brushing the all leads & lifts.
Laying /jointing/testing in trenches galvanised mild steel tube of following dia and grade confirming to BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date), all kind of specials laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date), all kind of specials such as bends of all degrees to made from parent tube, short pieces, tail pieces all made from parent tube within all leads & lifts. (earth work in trenches to be measured and paid for separately)(65mm dia)
Prov.Cutting & Circumferential butt welding with two layers joints by electrical are welding to following dia &class pipe welded in requisite number of weld run so as to achieve the minimum effective 'throat thicknessof weld conforming to S1816-1969 specification by welding electrodes of 2.5 mm to 6.3mm of Advani oerlikon (Abore)- CITOJT/ ESAB make conforming to IS 81 1991 at site of work complete in all respects including manual/ mechinal handing of pipe in all leads lifts to the entire satisfaction of Engineer-in-charge (65mm dia)
Providing, Fixing/welding of MS plate flanges at suit joint confirming to table as specified below as per IS- 6392-1971 (Latest with upto ammendment) welding of MS flanges (one layers outer side & one layer on inner side of each flange with GMS pipe (The cost of GMS pipe to be measured & paid for separately) according to relevant BIS standard detail technical specifications with nuts, bolts of required size minimum 3mm thick compressed asbestos fibre/synthetic rubber gasket confirming to relevant BIS code as given in the technical clarification including carriage of material in all leads and lifts.65 mm dia Table-5
Providing & fixing double flanged C.I sluice valve ofmake Leader/Kirloskar/ Kartar of following size & class PN 1.0 having size equal to dia of distribution line and capable of with standing nominal seat pressure as per 16.32 Kg and confirming to IS:14846-2000 latest complete with nuts,bolts and rubber insertion sheet complete in all respect.(65 mm dia)
Laying/Jointing andtesting of HDPE pipes of following diameters & classes confirming to IS 9894-1995 , with fusion welding process i/c all necessary fitting and bends etc. (Earth work in trenches to be measured and paid for sepreately) within all leads and lifts as per the direction of Engineer-in-Charge.
110mm dia
140mm dia
160 mm dia
180mm dia
Providing and fixing Cast Iron alfa valve confirming to relevent codes & specification of the following diameter complete in all respect as per the
110 mm dia
140 mm dia
150 mmdia
200 mm dia
40mm thick Cement concrete flooring 1:2:4(1 cement:2sand:4 graded stone aggregate 20 mm nominal size)'and laid in one layer finished with a floating coat on neat cement in all leads and lifts as per thesize)'and laid in one layer finished with a floating coat on neat cement in all leads and lifts as per the direction of engineer-in-Charge.
15 mm thick cement plaster in single coat on fair side of brick/ stone masonry/concrete for interior plastering upto floor two level including arrises internal rounded angles chamfers and/ or rounded angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:4 (1 cement:4 sand) in all leads and lifts as per the direction of the Engineer-in-Charge.
CHAUHAN ENTERPRISES (BID ID -523589)
Sahil Thakur (BID ID -523696)
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