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Tender Value
₹43.4 L
EMD Value
₹86,820
Closing Date
1 Jul 2026, 6:00 pm
Commissioner
Municipal Council Sikar
Providing and laying of drainage chambers from nandia chock to bhairupura stand and construction of drain work from goga ji temple to nandia chock ward no 01 sabalpura sikar, Sikar
2026_DLB_568625_15
ENIB15/2026-27
Open Tender
Civil Works
90 days
Municipal Council Sikar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Commissioner, MD RISL
₹86,820
Yes
16 Jun 2026
16 Jun 2026
3 Jul 2026
16 Jun 2026
1 Jul 2026
16 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Providing and laying of drainage chambers from nandia chock to bhairupura stand and construction of drain work from goga ji temple to nandia chock ward no 01 sabalpura sikar, Sikar | ||||||
| 1.01 | Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.
In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
Depth upto 1.5 m | 282.6 | P.cum | 299 | ₹84,497.4 | BI01010001010000000000000515BI0100001113 |
| 2.01 | Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 | 141.3 | P.cum | 319.9 | ₹45,201.87 | BI01010001010000000000000515BI0100001114 |
| 3.01 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.
Cement Concrete Grade M-15 and above and PCC blocks | 16.8 | P.cum | 678 | ₹11,390.4 | BI01010001010000000000000515BI0100001115 |
| 4.01 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.
Lime Concrete, cement concrete grade M-10 (1:5:10) and below0 (1:5:10) and below | 24 | P.cum | 393.5 | ₹9,444 | BI01010001010000000000000515BI0100001116 |
| 5.01 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Stone, boulders, gravelly material(Taken Lead UP to 5kms) | 317.1 | P.cum | 239.78 | ₹76,034.24 | BI01010001010000000000000515BI0100001117 |
| 6.01 | Providing Barricading for Trenches using 80 - 100 mm dia Wooden Ballies as vertical post, atleast 1.5m above ground level and atleast 30-45 cm below ground level at a spacing of 3 m. Two rows of PVC Tape (preferably red in colour) strip barricading horizontal strip securely tied by the vertical members. Vertical members shall be painted in red and white colour. Rate is inclusive removal and cleaning of site complete in all respect. | 540 | P.mtr. | 113.5 | ₹61,290 | BI01010001010000000000000515BI0100001118 |
| 7.01 | Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.0m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.0m, vertical height 0.805m, wall thickness 125mm), and circular rings of required heights (ID 1.0m, height 150/225/300/600 mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in conical piece @ not less than 80 kg per cum of concrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 1.625m dia and 150mm thickness, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can be increased but not more than 100mm), PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS foot steps / SFRC foot steps, including cost of shuttering, steel reinforcement, testing for water tightness etc. complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.
Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 0.805), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + 50mm) | 60 | P.nos | 14,150 | ₹8,49,000 | BI01010001010000000000000515BI0100001119 |
| 8.01 | Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.0m, wall thickness 125mm, height 150/225/300/600 mm for constructing extra depth of manhole beyond depth mentioned in item no-17.59.1 as per drawing. | 220 | P.mtr. | 6,990 | ₹15,37,800 | BI01010001010000000000000515BI0100001120 |
| 9.01 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 24 | P.cum | 2,955 | ₹70,920 | BI01010001010000000000000515BI0100001121 |
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